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HomeMy WebLinkAbout38498-Z ¢� g1)FFai spry Town of Southold 4/12/2023 i P.O.Box 1179 o _ 53095 Main Rd S Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37227 Date: 10/29/2014 THIS CERTIFIES that the building POOL HOUSE/CABANA Location of Property: 552 East Road, Cutchogue SCTM#: 473889 Sec/Block/Lot: 110.-7-18.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/12/2013 pursuant to which Building Permit No. 38498 dated 11/12/2013 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: accessory non-sleeping non-living open pavillion(pool house)with bathroom and kitchen as applied for The certificate is issued to Kofinas,Jason D.Trust of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-05-0095 9/10/2014 ELECTRICAL CERTIFICATE NO. 3015316 5/16/2008 PLUMBERS CERTIFICATION DATED 9/30/2014 Mattituck Plumbing AuthoriM Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 38498 Date: 11/12/2013 Permission is hereby granted to: DRS. GEORGE & MARIA KOFINAS 100 WINSTON DRIVE PHH N CLIFFSIDE PARK„ NJ 07010-3240 To: CONSTRUCT AN ACCESSORY POOL PAVILLION IN THE REQUIRED REAR YARD AS APPLIED FOR AS PER TRUSTEE APPROVAL. REPLACES EXPIRED BUILDING PERMIT # 36761 At premises located at: 552 EAST ROAD CUTCHOGUE SCTM # 473889 Sec/Block/Lot# 110.-7-18.2 Pursuant to application dated 1/1/1900 and approved by the Building Inspector. To expire on 5/12/2015. Fees: PERMIT RENEWAL $25.00 CO -ACCESSORY BUILDING $50.00 Total: $75.00 Building Inspector FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 34068 Z Date JULY 18, 2008 Permission is hereby granted to: GEORGE D & MARIA KOFINAS 100 WINSTON DRIVE CLIFFSIDE PK,NJ 07010 for CONSTRUCTION OF A POOL PAVILLION IN THE REQUIRED REAR YARD AS APPLIED FOR PER TRUSTEE APPROVAL. THE PERMIT REPLACES EXPIRED PERMIT #31309Z at premises located at 552 EAST RD CUTCHOGUE County Tax Map No. 473889 Section 110 Block 0007 Lot No. 018 . 002 pursuant to application dated JULY 18, 2008 and approved by the Building Inspector to expire on JANUARY 18, 2010 . Fee $ 100 . 00 orized Sign ure ORIGINAL Rev. 5/8/02 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 31309 Z Date JULY 26, 2005 Permission is hereby granted to: GEORGE D & MARIA KOFINAS 100 WINSTON DRIVE CLIFFSIDE PK,NJ 07010 for CONSTRUCTION OF AN ACCESSORY POOL PAVILLION IN THE REQUIRED REAR YARD AS APPLIED FOR PER TRUSTEE APPROVAL at premises located at 552 EAST RD CUTCHOGUE County Tax Map No. 473889 Section 110 Block 0007 Lot No. 018 . 002 pursuant to application dated JULY 22 , 2005 and approved by the Building Inspector to expire on JANUARY 26, 2007 . Fee $ 75 . 00 Author ' zed Si ur�__�_....-. ORIGINAL Rev. 5./8/02 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees I. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. New Construction: r Old or Pre-existing Building: 1 .(check o,rn-e)�, Location of Property: �J l� House No. Street Hamlet Owner or Owners of Property: ..) Suffolk County Tax Map No 1000, Section 1 Q Block Lot l Subdivision Filed Map. Lot: Permit No.� G{ 3 Date of permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: S pplicant Signature rlLnrJ�cJ�rJ�t.fr.frJ�cPc�r.frJ�r�rJ�cPr�c.l�cPrJ�clrJ�rJ�rJ�r(rJ�cPcJ'RPcPrJ�r�r.fr.t51Mnr�rJ�rJ�rJ�rJ�cPrPrl�lcPrJ�r�c(rJ�rJ-PrJ2PrJ�r�cPrJ�rJcJ�rJ�cicPrJ� c� 5 BY THIS CERTIFICATE OF COMPLIANCE THE S 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 BUREAU OF ELECTRICITY cS 5 40 FULTON STREET — NEW YORK, NY 10038 5 5 55 5 CERTIFIES THAT 5 5 5 5 Upon the application of upon premises owned by 5 S5 GOODALE ELECTRIC CONT INC GEORGE KOFINASS PO BOX 1190 552 EAST RD. S SMATTITUCK, NY 11952, CUTCHOGUE, NY 11935 S 5 5 5 Located at 552 EAST RD. CUTCHOGUE, NY 11935 5 5 SApplication Number: 3015316 Certificate S pp ifi t Number: 3015316 t ca a umbe SSSection: Block: Lot: Building Permit: 0 BDC: ns11 5 SResidential `3! a 33/3130q/ SDescribed as a occupancy, wherein the premises electrical system consisting of S 5 electrical devices and wiring, described below, located in/on the premises at: 5 5 Basement,First Floor, Second Floor,Third Floor,main house and pool,Outside,Attic,Pool/Spa, 5 5 S A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcempt and AdmiWtraquer other authority having jurisdiction, and found to be in compliance therewith on the Day of ay' SName QTY Rate Rating Circuits TYPNe 5 AdditionalCharges 5 5 certificate is for main house and pool S Appliances and Accessories 5 5 Air Conditioner 1 0 Above 1500 BTU Cj 5 Air Conditioner 5 0 Above 1500 BTU 5 Air Handler 6 0 20 Amps S Dish Washer 2 0 1.2 KW SDisposal 2 0 2 H.P S �j Exhaust Fan 9 0 F.H.P Furnace 1 0 Gas 5 5 Hydro Massage Tub(Therapeutic) 2 0 5 Oven 2 0 2.5 KW 5 5 Pool/Spa Bonding 1 0 5 Pool Heater 1 0 Gas 5 Panels S 1 200 16 51 100,0 20 seal S S 5 Continued on Next Page 1 of 3• 5 5 SThis certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 5 17 r3rr7lr7t7rr717r7G717GJi7f7rr]r3rrnrr7l7rrnrr]rr7rr7l7f7t71717f7171717r7rnn1717nn17t7l7nnnnnnnnnnnnnnnnnnnnnnnn n •/ j nrJ�c.l�rJ�r..l'r��.l�rJ�rJ�r�r.Pr..l'rJ'rJ�c.fr r@rL3L3rL3QrJ�L3@3 PP E''0J�cJ�r�rJ7r]- R,73 fr.l�r.Pr�c1rJ�rJ�rJrJ�rJ�cPrJ�rJ��cJ�rJ�rJ��rJ�r.J� l� BY THIS CERTIFICATE OF COMPLIANCE THE S NEW YORK BOARD OF FIRE UNDERWRITERS 5 S BUREAU OF ELECTRICITY 5 40 FULTON STREET — NEW YORK, NY 10038 c� CERTIFIES THAT S 5 5 5 Upon the application of upon premises owned by S5 GOODALE ELECTRIC CONT INC GEORGE KOFINAS 5 PO BOX 1190 552 EAST RD. 5 SMATTITUCK, NY 11952, CUTCHOGUE, NY 11935 5 S S 5 Located at 552 EAST RD. CUTCHOGUE, NY 11935 S 5 S . 3015316 Certificate Number: 5 Application Number. 3015316 CS 5 Section: Block: Lot: Building Permit: 0 BDC: ns11 L� 5 5 rj Described as a Residential occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 Basement,First Floor,Second Floor,Third Floor,main house and pool,Outside,Attic,Pool/Spa, r5 5 electrical vi an wiring t he extent detailed 5 rj A visual inspection of the premises electrical system, limited to elect ca devices d g o t �j S herein, was conducted in accordance with the requirements of the applicable code and/or standard Spromulgated by the State of New York, Department of State Code Enforcement and Administration or other 5 authority having jurisdiction, and found to be in compliance therewith on the 16th Day of May, 200k Name QTY Rate Rat' Circuits T Te 5 5 1 150 22 5 5 1 150 30 Cj Service 5 Service Disconnect: 0 400 cb 5 5 Servicel Phase3wService Rating40oAmperes 5 Wiring And Devices SFixture 6 0 pool Incandescent Fixture 125 0 Low Voltage S 5 Fixture 126 0 Incandescent GFCI Circuit Breaker 1 0 pool 5 5 5 Multi Outlet System 10 0 S Outlet 126 0 Fixture 5 Outlet 277 0 Gen,Purpose S 5 Receptacle 1 0 30a dryer 5 5 Receptacle 3 0 20a Appliance 5 5 Receptacle 30 0 GFCI S 5 Receptacle 182 0 GeNPppose 5 Switch 176 0 Gen,Purpose C C� Continued on Next Page 2 of 3 5 S 5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. S S rn r_,r,nnr_,r_,r_m- rar_,r_,r_,r_,r_"nnr_u,nnnnnnnnnnnnrnrnnnnnnnnnnnnrInrr-I 7r7171717171717t7G]n1717r7171717 11 J�[PrJ�tic.frJ�rJ�cPcJJ?I'r��PrJ�r�cJ�rJ�cPtPrJ�cP�P�tPr.PcPr l�r_.(�r�t�rJ�r�rJ�t1�rJ�tJ���tcn�rJ�r2 517Pr_I'cJ�rJ�cPrJ'rJ�r..l'r.(�tPrJ�cPrJ�c t�rJ�rP 0 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 BUREAU OF ELECTRICITY 5 A40 FULTON STREET — NEW YORK, NY 10038 5 5005 CERTIFIES THAT Dj S 5 5 Upon the application of upon premises owned by 5GOODALE ELECTRIC CONT INC GEORGE KOFINAS c5 5 PO BOX 1190 552 EAST RD. S 5 MATTITUCK, NY 11952, CUTCHOGUE, NY 11935 S 5 5 Located at 552 EAST RD. CUTCHOGUE, NY 11935 5 5 N i li Appcaton umber: 3015316 Certificate Number: 3015316 S 5 5SS Section: Block: Lot: Building Permit: 0 BDC: ns11 S 5 5 5 Described as a Residential occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: S 5 Basement,First Floor, Second Floor,Third Floor,main house and pool,Outside,Attic,Pool/Spa, 5 5 S 5 5 S A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed Sherein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcemint and Admi strat*U$.or other 5 Sauthority having jurisdiction, and found to be in compliance therewith on the Day of ay' S 5 Name OTY Rate Ming Circuits T-YM 5 S S S 5 S (Swimming Pool):This certificate covers compliance at the date of inspection only. Because of unusual environments it is advisable to have frequent test and/or repairs made by a qualified person. S S 5 S 5 5 5 S 5 5 5 S S 5 5 5 seal S5 3 of 3 , 5 5 5 Dj This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. S S D c illr�r l7rJc l�cl�r rPrJrJ�c.I�cJ�cPcPr�r�rJ�r�cPcl�rJr�rJ�cPcJ�c1r��1�cJ�r.PrJ�r��PrPrJ�r�cPr�r@lZJ�rJ7rJ�rJcrcrr�i�r�r�rJ7�nr�rnrrrr3nrrr3DTr3 rr3l an �� •c Hill, 33095 Main Road P O Box 1179 �1. Fix (631) 763 Yolk 11971.0959 ,( �� Tcicphonc (631) BUILDINO*DEPARTMENT TOWN OF SOUTHOLD orT 3, 2014 CERTIFICATION Date: 9 13c,/t Building Permit No. 11�6 _Z_ Owner: � l?W_o r -e, c5 , ' (P c/.pant) . (Please plino I certify that the solder used in the water supply system contains less than 2/10 of I ui. (Plumbers Signature) Sworn to before me this 30 4t, j.1 V O i,C 20 , DENISE KING Notary Public,State of New York Registration #01K16041757 Notary Publi County Oualifled in Suffolk County My Commission Expires May 15,2 i • r JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck,NY 11952 (631)298-7116 Date: April 14'h, 2006 To: Town of Southold Ref: Foundation Inspections Kofinas Residence Property Location: 552 East Road Cutchogue,NY 11935 Permit: # 31309 Pool Pavilion To Whom It May Concern: After a Foundation and Footing Inspection was performed on the above property, the required walls were then Damp proofed in accordance with the plan. It is deemed that all work performed was completed as per the plans and meets all state and local codes. If there are any questions please call. Sincerely, ��-OF NEW Yo �. DEECo R�D -James J. Deerkoski w z o t0 25 V AR�FESS\O i JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck,NY 11952 (631) 298-7116 Date: November 17th, 2006 To: Town of Southold Ref: Plumbing Inspection Kofinas Residence Property Location: 552 East Road Cutchogue,NY 11935 Permit: # 31309 Pool Pavilion To Whom It May Concern: After a Plumbing Inspection and Standing Water Test was performed on the above property, it is deemed that all work performed was completed as per the plans and meets all state and local codes. If there are any questions please call. Sincerely, F NEW Y DEER/r O�Q,� 0 �C James J. Deerkoski * �� w �2 AY 1 .. ND PROFESS\OSP z t; ,,l JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck,NY 11952 (631) 298-7116 Date: June 6th, 2006 To: Town of Southold Ref: Framing and Strapping Inspection Kofmas Residence Property Location: 552 East Road Cutchogue,NY 11935 Permit: # 31309 Pool Pavilion To Whom It May Concern: After a Framing and Strapping Inspection was performed on the above property, it is deemed that all work performed was completed as per the plans and meets all state and local codes. If there are any questions please call. Sincerely, ()F NEW yo DEER/ir Os, James J. Deerkoski w 2 FO 072 AROFESS���P ~ I �'(IT 1{ •_ OF SOUr�°!o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ \] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT UCTION [ ] FIRE RESISTANT PENETRATION REMARwc DAT INS CTOR �J OF SOplyo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: L /A ilk DATE INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS Of FOUNDATION(1ST) ------------------------------------ a 6 6 FOUNDATION(2ND) — —— -- z 0 d b� `N y ROUGH FRAMING& — -- y PLUMBING r INSULATION PER N.Y. STATE ENERGY CODE — Ire ol JW FINAL ADDITIONAL COMMENTS Ivu— _- --------------------------- rn X PO Lk + L 2 - - z - _ x .. y tv IV y TOWN r`F St'"UTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDIl O DEPARTr�NT Do you have or need the following,'before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/ outhold/ PERMI ' Check Septic Form J N.Y.S.D.E.C. Examined 20 Trustees , Contact: Approved 0 Mail to: Pk-> t3ont i co75 Disapproved a/c -e tt,�1 Phone: c:;bt -7co5-i 8to2 Expiration Building Inspector APPLICATION FOR BUILDING PERMIT Y^ �= Date JUt_e 2.0n, , 20oS INSTRUCTIONS a. This application.MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the pijemises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within°l2 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing,the extension of the permit for an addition six months;Thereafter, a new permit shall:be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,an ations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) Po Sbo� I to'15sYra—D . i Y U 9"t (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. f-3a-,1>►-1t0 Plumbers License No. ?53"P,.k, Electricians License No. Other Trade's License No. Qa-tp..cts 1. Location of land on which proposed work will be done: 562- a.,O House Number. Street Hamlet 1?t?i�Sltl.i 3)Y±�1'19 County Tax Map No. 1000 Section 1tio Block 077�y� �f'"'f`!"► ;.""'° Subdivision Filed Map No. (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 5s.34m-C frew-%L-Y cyw"A-"+ca b. Intended use and occupan C),wQ-+- a_A&. wZ01 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 2,+r"o00,oo Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor ,,., A If garage, number of cars 1.41A 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. ,-4'A 7. Dimensions of existing structures, if any: Front r4 1A Rear ,, A Depth r1A, Height Number of Stories 46 Dimensions of same structure with alterations or additions: Front t--, A Rear ntA Depth NAa. Height A A% Number of Stories NAA 8.* Dimensions of entire new construction: Front 2-8' Rear j_ Depth ►5=►t� Height t�'r�A�, t:61 hvco Number of Stories 1 9. Size of lot: Front :Z-ta 8 Rear IlLo•Z11' Depth 170' -16-1' (&t4,29g 79 a� � 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated R-1+0 �'A'" 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO_At 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO_4/ 14. Names of Owner of premises M. y5c�kAAS Address Phone No. �Ir► Name of Arc rST rU ocrwu pssoc— Address g ►(��J, Seta-D Phone No Name of Contractor F&4Qr-ua Address ,_.►1A Phone No. r-kA 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES_A,#' NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES _NO * IF YES, D.E.C. PERMITS MAY REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF__� GR.A"t-A r-- being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the Pw-d� (Contractor,Agent,Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 206) N t Public Signature of Applicant- BONNIEJ.DOROS10 Notary Public,State Of New York No.O1D06095328,Suffolk County Term Expires July 7,20 A TOWN OF S{OUTHOLP- BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTl.6fENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/ outhold/ PERMI Check Septic Form J N.Y.S.D.E.C. Trustees Examined '20 Contact: Approved 0 Mail to: P0 PSox t X75 Disapproved a/cYr>aw�o, Phone:_X31 Wo5-18(4- Expiration T-A 8to2Expirationfi Building Inspector _., APPLICATION FOR BUILDING PERMIT Date .J UL-e 20T4' _, 200-5 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within`12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the constructioit of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code, housing code,an ations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) Po %CrA- 16-19 , sp.7rHa-D ,j...►Y uI "il (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. R2_4>"10 Plumbers License No. flp"01jaw Electricians License No. ?Ck"a,..ti, Other Trade's License No. 691-41>"id 1. Location of land on which proposed work will be done: 562-- 1L�6110 House Number Street Hamlet County Tax Map No. 1000 Section 110 Block 07 Subdivision Filed Map No. Iyot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy sw,►Cd&C #4y b. Intended use and occupancy 5�,�,,,c FAw.,�,r �,,,,a �...►�, ,,,/ pk:-OL, cAe-..,JA 3. Nature of work (check which applicable): New Building 400#' Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 2,5,000,cod" Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units NIA Number of dwelling units on each floor If garage, number of cars I-At A 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front N IA Rear NV,, Depth "kA Height �lr. Number of Stories AIA Dimensions of same structure with alterations or additions: Front rAk Rear NIA Depth HAA Height A A Number of Stories tAA 8. Dimensions of entire new construction: Front 28' Rear *-V Depth qs=tl' Height1'l� t3-(: Avta Number of Stories 1 9. Size of lot: Front 24w.66 ` Rear Z1t+•21' Depth 170' -►eh' N-4-11M.79 as ri) 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 9.-40 (LF.s00-MA<-- 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO–&� 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NOS, 14. Names of Owner of premises M. v4&-Ar4AS Address t"U, Phone No. '.Ax Name of Ar c &t&p.+.o ocswy Ass0G. Address Rb &.<166, Soj*roL-D Phone No &.3► --tta6-ie(oz. Name of Contractor ?a-&C:01-AW Address Phone No. TAkA 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES A/" NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the 64ava-rr (Contractor,Agent, Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 206 N to Public Signature of Applicant BONNIE J.DOROSIQ Notary Publk,State Of New York No.OID06095328,Suffolk C my Term Expires July 1,204 ••1. t• M y� -: . Board Of Southold Town Trustees SOUTHOLD, NEW YORK ': . A it 20 2005 ;,.. PERMIT N(�. ..:CQ,I,a1.l.... DATE: _.P---.._ ......�........ r gISSUED TO GEORGE KOFINAS ....................................._,........................._..... Pursuant. to the provisions of Chapter 615 of the Laws of :< ' • +he.State of,New York, N 893, and Chapter 404 of the haws of.the ,r. Stato of New York 1952; and the Southold Town Ordinance en- ;;; •fitted"REGULAT•1NG -AND.T-1614LACING-OF.-OB.STNUMP N5. IN AND ON .TOWN •WATERS AND PUBLIC• LANDS and'-the REMOVAL OF SAND, GRAVEL-OR OTHER MATERIALS,F4.�0AM `= LANOS .UNDER TOWN ;00 and in accordance witb'the ,.�. xi -. Resolution of The Board adopted at a meeting held on A.,P••••_:•__l„�.Z..O ..... 2005. and in consideration of the sum ofs.... 50;oo-• paid by :r George Kofinas _ _ _-_-__ _.•.- of ~._._ Cut•chogue... ..... _..'. N. Y. and su6ject to. _ -.. ..... z, Terms and Conditions listed on the reverse side hereof, of Southold Town Trustees authorizes and permits the f0hoMrinq: ,. Wetland Permit to ranovale ftoxistlq residence,construct a second-floor addition,In¢lall an in-ground f ew1mrning pool end pavillon,end install a chain link fence along the lop of the bank,all with the condition drywalls are installed to contain the raQf run-off ane the RQQ1444tS”a0h,and the existing chaln4lnk fence along ft bottom s•' of bank is completely removed within Tl)t(6)months from the date of sista permit and all as depicted on the site a� plan prepared by East End Design Assoc.lest dated April 21,2005. accordance with the detail-Ad specifications as presented in •the originating appticatlon. ' IN WITNESS WHEREOF, The said Board of Trustees hore- `. by causes its Corporate Seal to be affixed. and these presents to be subscn'bed by 'a majority of the said Board .as of this data. ;S KIP 4. K Poliwod Y'k W S107 John M.Bredemeyer III,President �. ► © '� Town Hall Annex Michael J.Domino,Vice-President `r 54 Main Road P.O..Box 1179 James F.King,Trustee c Southold,New York 11971-0959 Dave Bergen,Trustee �► �"` ^Ld' Telephone(631)765-1892 Charles J.Sanders,TrusteeCDUNj'I, 0j, Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1057C Date: October 15,2014 THIS CERTIFIES that the renovation of the existing dwelling-,construction of a second floor addition,• installation of in ground pool and pavilion new chain link fence along to of bank,installation of drywells;removal of chain link fence along bottom of bank At 552 East Road,Cutchogue,New York Suffolk County Tax Map# 110-7-18.2 Conforms to the application for a Trustees Permit heretofore filed in this office Dated March 14,2005 pursuant to which Trustees Wetland Permit#6121 Dated Apr:120,2005,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the renovation of the existing dwelling,construction of a second-floor addition; installation of in-ground pool and pavilion;new chain link fence along top of bank,installation of drywells; removal of chain link fence along bottom of bank. The certificate is issued to GEORGE KOFINAS owner of the aforesaid property. dat— 4Pv% .ate Authorized Signature 1 �3 ,?- OWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET VILLAGE DISTRICT SUB. LOT J� MR � OWN, vv 4aq-1 0v/C /5o e /2 o R N E ACREAGE I M�► �- -'' ' S %`-SDC • S W TYPE OF BUILDING RES. SEAS. VL. FARM COMM. IND. CB. I MISC. LAND IMP. TOTAL DATE REMARKS !f 6 J;Idl*Jeo 000 keiru� est f a ee.b�c,s joust at", P 7 �.� Z o v ,2G �� cS�i� a.o�oE �=. jar. n ,'Co I Jn 110 L I 1 344-r -6 " R --' tP4 v 00 Fav . I ;,e4a 9i - 3�° a�3 el 614, n9�-0L4 L rats�C'D — D co ag aS QP# 31233 inqmrd pool f- NEW - RM r^ EL ABOVE f / .� Farm Acre Value Per. Acre Value �� o Tillable 1 Tillable 2 Tillable, 3 Woodland Swampland Brushland House Plot Total � � ' �:, ■■ill l��lli�i�1��I��3ii����■ VL a Jr10 �. -� . .. . :. th Extension ®_ Basement Floors Ext 2 ails r) Interior Finish Extension 15 -5S Fire Place �S Heat 2>9 �® Porch , J Porch Rooms Ist Floor Breezeway Patio Rooms 2nd Floor Oro Driveway S 17 • B. + e s *' � � ,- ■■i■I!■■Ilii■it1■■iii■■■■■ ■■■©�l-13■■�®®!i■Ilii■■■■ ■■■■Iii■�!'i��■�■■■■■■■� .. .. _ FoundationBath Extension Basement L,) L L— Floors V Ext alls 'SN -3178 ®� Interior r, Extension 2)9 Place • • Porch Atticy Breezeway Patio Rooms 2nd Floor r jaertme—-I ao Driveway - r OrrA/N Of SOUTHOLD PROPERTY RE .. 110 .7- 18-Z CORD CARD OWNER STREET ` VILLAGE DISTRICT SUB. LOT vv • d f1-14,10-1 v 7�c ii o v c /2 FORM OWN R N EA ACREAGE G L '�D�.���tS SSc�C • S W TYPE OF BUILDING RES. II SEAS. VL. FARM COMM. I IND. I CB. ( MISC. LAND IMP. TOTAL DATE REMARKS 06 o d 3cr 939._ Z�G 7� CrrlSfi� a�do� f E. �.o, , 'Co 151 9i la l Lql - 3 r� man 3 9 Curt , ►�`�rnu"v�cY c-C cons o,0 — sr� D co AOS R+3)Z33 jDqTMnd P001 t NEW NORMAL / r^� EL *�ABOVEG--D�.r Farm Acre Value Per Acre Value ���,,� r ' Tillable 1 'A Tillable 2 Tillable, Woodland-- .,•?;-,fes. _ ', Swampland Brushland House Plot Tota �pF SO(/Ty0 Town Hall,53095 Main Road " Fax(631)765-9502 n P.O. Box 1 179 • Telephone(631)765-1802 Southold,New York 11971-0959 ry'rOUNTy�� �; 'V BUILDING DEPARTMENT TOWN OF SOUTHOLD July 25`h, 2007 George &Maria Kofinas 100 Winston Drive Cliffside Park,N.J. 07010 RE: 552 East Road SCTM: 110 7 18 2 Dear Mr. &Mrs. Kofinas, Please be advised that your Building Permit# 31233 issued June 28`h, 2005 and Building Permit# 31309 issued July 26th, 2005 have expired. According to the Code of the Town of Southold; a Certificate of Occupancy must be issued prior to use of the structure. To renew your Building Permits, please submit a fee of$350.00; at that time we can schedule an inspection by one of our Building Inspector's. If you have any questions, please call us at 631-765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT. BP#31233- IN-GROUND POOL - $250.00 BP#-31309- POOL PAVILLION- $100.00 }.o S�FFat,r�o.P Southold Town Building Department 54375 Main Road Permit#: 34068 Southold,New York 11971 Permit Date: 7/18/2008 (631) 765-1802 Expiration Date: 1/18/2010 Parcel ID: 110.-7-18.2 BUILDING PERMIT RENEWAL LETTER Dated: 8/15/2011 Applicant: GEORGE&MARIA KOFINAS Location: 552 EAST RD CUTCHOGUE,N.Y. 11935 Work Description: POOL HOUSE/CABANA CONSTRUCTION OF A POOL PAVILLION IN THE REQUIRED REAR YARD AS APPLIED FOR PER TRUSTEE APPROVAL. A FEE OF $50.00 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: GEORGE& MARIA KOFINAS Address: 100 WINSTON DRIVE CLIFFSIDE PARK,NJ 07010 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. No work is permitted or authorized beyond the expiration date. THANK YOU, SOUTHOLD TOWN BUILDING DEPT. L: Southold Town Building Department P.O.Box 1179 Permit#: 36761 54375 Main Road Oft Southold,New York 11971 Permit Date: 10/19/2011 ~ ' (631) 765-1802 Expiration Date: 4/19/2013 Parcel ID: 110.-7-18.2 `7r%.tru''1L BUILDING PERMIT RENEWAL LETTER Dated: 10/23/2013 Applicant: DRS. GEORGE& MARIA KOFINAS Location: 552 EAST ROAD CUTCHOGUE Work Description: POOL HOUSE/CABANA CONSTRUCT AN ACCESSORY POOL PAVILLION IN THE REQUIRED REAR YARD AS APPLIED FOR AS PER TRUSTEE APPROVAL. REPLACES EXPIRED BUILDING PERMIT# 34068 A FEE OF $75.00 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: DRS. GEORGE&MARIA KOFINAS Address: 100 WINSTON DRIVE PHH N CLIFFSIDE PARK„NJ 07010-3240 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. No work is permitted or authorized beyond the expiration date. THANK YOU, SOUTHOLD TOWN BUILDING DEPT. ; SURVEY OF PROPERTY SITUATE CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 110-07 - 18.2 SCALE 1 "=20' OCTOBER 25, 2004 NOVEMBER 9, 2004 ADDED BUILDING ENVELOPE FEBRUARY 16, 2005 ADDED PROPOSED ADDITIONS DECEMBER 12, 2005 ADDED SEPTIC SYSTEM APRIL 17, 2006 REVISED PROPOSED SEPTIC SYSTEM JUNE 14, 2006 FOUNDATION LOCATION AUGUST 22, 2006 LOCATED BURNED AREA NOVEMBER 20, 2006 ADDED KEYSPAN EASEMENT JANUARY 16, 2007 LOCATE DRIVEWAY & SEPTIC SYSTEM MAY 27, 2008 LOCATE FLAGGED WETLANDS MAY 13, 2010 ADDED LOT COVERAGE OCTOBER 10, 2013 FINAL SURVEY JANUARY 7, 2014 UPDATE FINAL SURVEY MARCH 18, 2014 STAKE WEST PROPERTY LINE JUNE 19, 2014 VERIFY CESSPOOL LOCATION, LOCATE DRIVEWAY AS REMOVED OVER CESSPOOL & WATER LINE & WATER METER AS RELOCATED AUGUST 29, 2014 ADD NEW SEASONAL WATER LINE TO POOL HOUSE AREA = 44,300 sq. ft. (TO TIE LINE) 1 .0 17 c3 c. TES: 1 . THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. SUFFOLK.—C �_�`---�=��L /--� tMENT OF HEALTH SERVICES t1;:;i;:r)1^rG'RKS FOR RAWLY �tt.,,."pAND Date sfP 1 © 2014 A� ........................... hahave perrian:A, r nen.iesa d faer,REGf:OOMS. j 71 en t NOTES: 1 . ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM EXISTING ELEVATIONS ARE SHOWN THUS:IQS EXISTING CONTOUR LINES ARE SHOWN THUS: — — -- --10— — FFL - FIRST FLOOR C•.FL. - GARAGE FLOOR T.B - TOP OF BULKHEAD 8.8.' - BOTTOM OF BULKHEAD T.W. - TOP OF WALL a.w. - BOTTOM OF WALL I I I Pyr 0 -. o 6 a p OLY `,6 ��, _ \ • y t.0 S7 �l s 741 VES _ =a \ f 4 —U..D - �ORY ADDITION \ ! ANC: \ •, \ � '�, � � \I �`2 CONE, STOOP 0' :Ist Ry P' I ova \ 1: K 1 `� n IITIONER I ' I x= / tJNt#$ \ S ..Se 7 1 `► \ '' x I HfMNEYAQJ 1 4 i\.1 1.8 14.8 WN SEE do STUCCO Iv \• @,Pa 1 N I 4,s eEN C / x 18 ol aU ` /! .8' i 1D o CONC. i STEPS a o � 47.E x Y I � t� _QST" - J '• ,.; "''' - � - _nQ - �� i \ \\ EF K41 SLATE STEPS - ,, - D .- ,• - .,- �� -, - � -INCE - 7,� - - y lf� ra,- 1 �,•N - - 9�NCN -��.�,1N LINK __ " Y - ,�P t Q \ x i kb W000 10. .5N.71 N Z•4' x7 �NN W0co ppp sf30F 1�) c, A0G 14 CON tj C CTP fA G� � G � ; -,J., , - �_l- I I . �_ I W-e-3 ��)___11�1___ -- - f __1) 6 16 --- s- � . . -� z. t �M �rO Tx- wells that serve such openings,provided the minimum net clear opening size complies with COMPLY WITH CHAPTE P �.11 3 DE Ep oR :. BUILDING CONSTRUCTION NOTES: Tread depth at any walking line, measured�: : -:;�_�:nt dist�tr :ce froma side of the stairway, FLOOD DAMAGE PREVENTION °3 � SECTION R3Q3 Sections 8:310.1.1 to 8310.1.3, and such devices shall be releasable or removable from the shall be uniform as specified in Section A&PPO E AS NOTED S�UTHOL�O TOWN CODE. � � �; GENERAL: LIGHT,VENTILATION AND HEATING � R303.1 Habitable rooms.All habitable rooms shall be provided with aggregate glazing area of not less than 8 percent inside without the use of a key, tool or force greater than that which is required for normal DATE: B. 5 u, 1. All construction work shall comply with the Building Code of New York State,and the American Forest and Paper ofthe floor area of such roams.Natural ventilation shall be through windows,doors,louvers or other approved Association(AF&PA)Wood Frame Construction Manual(WFCM)for One-and Two-Family Dwellings,2003 SB', operation of the escape and rescue opening. R314.7 Illumination. All stairs shall be provided with ilLin-iu.zoom in accordance with Section FEE: BY: d, , openings to the outdoor air. Such openings shall be provided with ready access or shall otherwise be readily NOTIFY UILDING DEPARTMENT AT E`� d �, High Wind Edition. controllable by the building occupants.The minimum operable area to the outdoors shall be 4 percent of the floor area 8303.4. 765-1802 8 AM TO 4 PM FOR THE OCCUPANCY OR ,oF � ESS10 being ventilated. FOLLOWING INSPECTIONS: USE IS UNLAWFUL 2. A11 work shall comply with the New York State Energy Code. Exceptions: 8314.8 Under stair protection. Enclosed accessible space i-ndl ,r stairs shall have walls, under stair 1. FOUNDATION - TWO REOUIRED A. It shall be the contractor's responsibility to submit the size,design,and type of mechanical systems which will bl= 1. The glazed areas need not be openable where the opening is not required by Section R31 0 and an approved r SECTION 8311 EXITS surface and any soffits protected on the enclosed s .fe �•rith 1/2-inch (12.7 rnrn)gypsum board. FOR POURED CONCRETE WITHOUT CERTIFICATE z"�.�- ----��.--.-- - _ -�~��" lm } , ,;,, 2. ROUGH - FRAMING & PLUMBING used in sufficient detail as required by the Building Department. mechanical ventilation system is provided capable of producing 0.35 air change per hour in the room or a R314.9 Bulkhead enclosure stairways. Stairways serving �,T: ,ud enclosures not part ofthe 3. INSULATION 'OF-OCCUPANCY B. Insulate all supply&return ducts and piping as required by code. whole-house mechanical ventilation system is installed capable of supplying outdoor ventilation air of 15 cubic feet per 8311.1 Exit door rtequired. Not less than one exit door conforming to this chapter shall be provided required building egress and providing access frorri :' outside grade {eves to the basement 4. FINAL - CONSTRUCTION MUST C. All windows, door sills, openings, etc. shalt be caulked and weather stripped. minute(cfFn)(7.08 Us)per occupant computed on the basis of hvo occupants for the first bedroom and one occupant from each dwelling unit. The required exit door shall provide for direct access from the BE COMPLETE FOR C.O. for each additional bedroom. habitable portions of the dwelling to the exterior without requiring travel through a garage. shall be exempt from the requirements of Sections R '2,8314 and 8315 when the maximum ALL CONSTRUCTION SHALL MEET THE 3. Single and multiple-station smoke alarms. Single and multiple-station smoke alarms shall be installed in the followi$5 2.The glazed arm need not be provided in rooms where Exception 1 above is satisfied and artificial light is REOUIREMENTS OF THE CODES OF NEW RETAIN STORM WATER RUNOFF locations: provided capable of producing an average illumination of S footcandles(6.46)ux)over the area ofthe room at a height height from the basement finished floor level to a -adjacent to the stairway is covered 1)In each sleeping room. of 30 inches{762 mm}above the floor level. 8311.2 Type of loddc or latch. Al! egress doors shall be readily operable from the side from which �'� `'•' -adjacent y by YORK STATE. NOT RESPONSIBLE FOR A 0 ION 45-10C 2)Outside le each separate sleeping area in the immediate vicinity of the bedroom. egress is to be made without the use of a key or special knowledge or effort- a bulkhead enclosure with hinged doors. DESIGN OR CONSTRUCTION ERRORS. OF THE TOWN CODE. 3)On each additional story of the dwelling,including basement and cellars but not including crawl spaces and R303.2 Adjoining rooms. For the purpose of determining light and ventilation requirements, any room shall uninhabitable attics. In dwellings and dwelling units with split levels and without an intervening door between thou be considered as a portion of an adjoining room when at least one-half of the area of the common wall is open and R311.3 Type and shze. The required exit door shall be a sidehinged door not less than 3 feet I provided that �'�e SECTION 8315 HANDRAILS UNDERWRITERS CERTIFICATE adjacent levels, a smoke alarm installed on the upper level shall suffice for the adjacent lower leve p unobstructed and provides an opening of not less than one-tenth of the floor area of the interior room but not less than REQUIRED 25 a feet 2.32 m2). (914 mm)) in width and 6 feet, 8 inches(2032 mm) in height. Other exterior hinged or sliding COMPLY WITH ALL CODES OF lower level is less than one full story below the upper level. jar ( 8315.1 Handrails. Handrails shall be provided on at least one side of each stairway with two or more NEW YORK STATE & TOWN CODES 4. Engineer is not responsible for the supervision of construction. General Contractor must verify all dimensions and R303.3 Bathrooms. Bathrooms, water closet compartments and other similar rooms shall be provided with aggregate doors shalll not be required to comply with these minimum dimensions. risers. Handrail het ,ra ght,measured above stair tread = Sings,shall be mot less than 34 inches AS REQUIRED AND CONDITIONS OF LU conditions before construction or fabrication. Engineer is not responsible for any changes without written prior approval. glazing area in windows of not less than 3 square feet(0.279 m2),one-half of which must be openable. the(SCAro l and not more than 38 inches(96 real, .ill ;squired handrauls shall be continuousOF the full length of the stairs from a point directly aWv-.the top riser offs flight to a point - S DTOYyNZgq CERTIFICATION TI 8311.4 Hallways. 7rhe minimum width of a hallway shall be not less than 3 feet 914 mm . directly above the lowest riser of the flight. Ends shall NAILING E CONNECTIONS ' S. Do not scale drawings. Exception: The glazed areas shall not be required where artificial light and a mechanics!ventilation tern �' y ( ) Y gh be returned or shall terminate in newel SOUTHOLDTOWN PLANNING BOARD p � � � � � REQUM D. I 0 are provided. The minimum ventilation rates shall be 50 din(23.6 Us) for intermittent ventilation or 20 cfrn posts or safety terminals. Handrails adjacent to a .•call shall have a space of not less J, SOUTHOLD TOWN TRUSTEES 6. The engineer shall be responsible for the content of these drawings only. He shall not be held responsible for any (9.4 L/s) for continuous ventilation. Ventilation air from the space shall be exhausted directly to the 8311.5 Exit facilitHes. Exterior exit balconies, stairs and similar exit facilities shall be positively than 1-1/2 inches (38 mm)between the wall and the h,,ndrail. materials,workmanship, means or methods of construction. The engineer shall not be held responsible for the design or outside anchored tto the primary structure to resist both vertical and lateral forces. Such attachment Electrical Plumbing,Heating, Air Conditioning, or any other s�rstem shall not bre accomplished by use of toenails or nails subject to withdrawal. 8316.2 Handrail grip size. All required handrails shall be of c:ria of the following types or provide N.Y.S.DEC installation of materials and equipment: g, g equivalent as abiliUJ not specifically contained in these drawings. 8303.4 Stairway illumination.All interior and exterior stairways shall be provided with a means to illuminate the stairs, p including the landings and treads.interior stairways shall be provided with an artificial light source located in the 7. Electric construction is to conform to the National Electric Code,Residential Code of New York State,Building Coc�e of immediate vicinity of each landing ofthe stairway.For interior stairs the artificial light sources shall be capable of Type I. Handrails with a circular cross section shall have.an outside diatmeter of at least ALL CONSTRUCTION SHALL T THE REQUIREMENTS OF THE New York State,and LII'A. landings..Exterior stairways shall be provided with an artificial light source located in the immediate vicinity of the top SECTION RS12 LANDINGS it shall have a perimeter dimension of at least 4 incr`les 102 I*NEW YQ ,�IAT�. illuminating treads and landingsto levels not less than l0 footcandles 1081x measured at the center of treads and 1-1/4 inches 32 mm and not eater than 2 tnche.s(51 mm). If the handrail is not circular 8. Plumbing is to conform to the County and Local Health Department requirements,and Residential Code of New Yo,"-; landing of the stairway.Exterior stairways providing access to a basement from the outside grade level shall be pe ( mm)amd riot greater than State,Building Code of New York State. provided with an artificial light source located in the immediate vicinity of the bottom landing of the stairway. R312.1 General. Landings for stairways shall comply with this section. 6-1/4 inches(I 60 mm)with a maximum cross sec';:)n dimension Off 2-1/4 inches(57 mm). 0O 9. All heat producing equipment shall be installed in accordance with Residential Code of New York State,Building C(Ae Exception: An artificial light source is not required at the top and bottom landing, provided an artificial Type 11. Handrails with a perimeter greater than 6-114 niches(I60 mmi) shall provide a light source is located directly over each stairway section. R312,LI Landings for stairways. There shall be a floor or landing at the top and bottom of each graspable finger recess area on both sides of the rt_ tle. The finger rrecess shall in Q ll.I of New York State and manufacturers specifications. g P g I Q Z 10. All electrical and mechanical equipment is to be elevated to FEMA requirements and NYS Code as required. R303.4.1 Light activation. The control for activation of the required interior stairway lighting shall be swrrway within a distance 3/4 inch (19 mm)measured vertically from the talllest portion of the Exception: At the top of an interior flight of stairs,provided a door does not swing over 0� W accessible at the top and bottom of each stairway without traversing any steps. The illumination of exterior profile and achieve a depth of at least 5/16 inch (8 r;'.m)within 7/8 iinch below the widest f- W ::) 11. Limitation of Professional Liability: stairways shall be controlled from inside the dwelling unit. the stairs' portion of the r / U) Q By acceptance and use of these plans the owner/builder/agent agrees to limit the liability of East End Design R312.I.2 Landings at doors. There shall be a floor or landing on each side of each exterior door. Po profile.le. This required depth shall continue for at least 3/8 inch (lO mm)to LLC., and their draftsmen due to neglect,acts of error, such that the total aggregate liability of East End Exception: Lights that are continuously illuminated or automatically controlled mrn}a level that is not less than 1-3/4 inches(45 be'tnv e profile.the tallest ptortion of th11.1 Exceeption: Where a stairway of two or fewer risers is located on the exterior side of a Q Associates Design Associates,LLC.,and there draftsmen shall not exceed 50%of the total fee for services rendered on this pre.-,ect ,a Ank excluding East End Design Associates,LLC.'s expenses such as blueprint copies,reimbursed fees,etc.. door, other than the required exit door, a landing isnot required for the The minimum width ofthe handrail above the rece~c 53all be 1-114 finches(32 rom)to a 8303.5 Required in tired glazed o shall open directly onto a street or public all V equ glazed openings. Req gl openings y p alley;or a yard exterior side ofthe door. The floor or landing at a door shall not be more maximum of 2-3/4 inches(70 mm). Edges shallhaw :t minimum radius of 0.01 inch �_ 12. All of our floor plans and elevations are protected under federal copyright law. No plan may be reproduced or I or court located on the same lot as the building, than 1-1/2 inches(38 mm) lower than the top of the threshold. (0.25 mm). < V reconstructed without written permission. 8303.5.1 Roofed porches. Required glazed openings may face into a roofed porch where the porch abuts a street,yard Exception:Provided that the exterior doorway is not for the exit door required by - or cora[and the longer side of the porch is at least 65 percent open and unobstructed and the ceiling height isnot less Section 8311,the step between the landing at an exterior doorway and the 13. Owner/Contractor must verify any site specific requirements for the construction such as flood zone requirements. -,r..• than 7 feet(2134 mm). SECTION 8316 GUARDS ` Z tap ofthe threshold shall have a rise not greater than permitted in Section 8314.2. The dloor other than an exterior storm or screen door shall not swing over the landing. R316.1 Guards required. Porches,balconies or raised floor �4;.,*, t✓es located m ore than 30 inches 14, Acceptance of these drawings does not authorize the right to build without the authorization of local governing agen'--ies, R303.6 Required heating. When the winter design temperature in Table R301.2(1)is below 60OF (16°e), ' such as Suffolk County Dept. of Health Services,Town Building Departments,DEC,FETNLA., etc. Verify all cond:`1v;.,' every dwelling unit shall be provided with heating facilities capable of maintaining a minimum room 7 rom)above the floor or grade below shall have gtiarc,; cis:* less than 36 inches(914 mm) R312.2 Size. 'The width of each landing shall not be less than the stairway or door served. Every in height. Open sides of stairs with a total rise of more than 30 inches(762 rom)above the lim codes, and requirements with such agencies prior to construction. temperature of 68°F(200e)at a point 3 feet(914 mm)above the floor and 2 feet (610 mm) from exterior landimg shall have a minimum dimension 086 inches(914 mm) measured in the direction walls in all habitable rooms at the design temperature. 15. Owner/Contractor must verify all notations and construction specifications and ensure that all construction meets o* of travel. ` floor or grade below shall have guards not less than 34 inches�8�iron)in height measured 0 exceeds the Building Code of New York State,and the American Forest and Paper Association(AF &PA)Wood Fi-anie vertically from the nosing of the treads. Construction Manual(WFCM)for One&Two Family Dwellings,2003 SBC High wind Edition. SECTION R304 MINIMUM ROOM AREAS SECTION 8,313 RAMPS 8316.2 Guard opening limitations. Required guards aTt sides of stairways, raised ; 16. Acceptance of these drawings does not authorize the right to build without the authoriz �e ation of local governing agena;ies, 1. �a 8304.1 Minimum area. Every dwelling unit shall have at least one habitable room that shall have not less R3 13.1 Maxirmum slope. Ramps shall have a maximum slope of one unit vertical in eight units Boor areas, balconies and porches shall haat.i '_4 rxieciiate trails or ornamental ` I such as Suffolk County Department of Health Services,Town Building Departments,DEC,FEMA, etc. Verify all than 120 tiara feet(I 1.2 m2}of Boss floor area. horizwntal (12.5-percent slope). / ( �\ Conditions,codes,and requirements with such agencies prior to construction. s closures that do not allow passage of a sphc..E 4 inches(10� mm)or more inI I \ 8304.2 Other rooms.Other habitable rooms shall have a floor area of not less than 70 square feet(6.5 m2). 11313.2 Handrlritails required. Handrails shall be provided on at least one side of all ramps diameter. A 17. Any discrepancy on this plan is to be brought to the attention of the Engineer immediately for Re-Design. -• .. ;.z: extxieding a slope afore unit vertical in l2 units horizontal($.33-percent slope). Handrail Exception: The triangular openings formed by the riser, r. d and bcittonin rail of a guard at the - heigkht, measured above the finish surface of the ramp slope, shall be not less than 34 open side of a stairway are permitted to be a such a size that a sphere 6 inches R Exception:Every kitchen shall have not less than 50 square feet(4.64 m2)of gross floor area GENERAL NOTES: inchies (864 mm)and not more than 38 inches(965 mm). Handrails on ramps shall comply (152 mm)cannot pass through. .. 8304.3 Minimum dimensions.Habitable rooms shall not be less than 7 feet(2134 mm) in any horizontal withe Section 8315.2. dimension. 8313.3 Landing required. A minimum 3-foot-by-3-foot(914 mm by 914 mm) landing shall be - . CARPENTRY: - . able joists under all partition walls unless otherwise noted. t Provide do � p proviided: Provide typical energy.comers+interior/partitions. Exception: Kitchens. 1. At the top and bottom of ramps. Fireplace -provide support for hearth as required. 2. Where doors open onto ramps. 7 " year CCA with sill sealer. R304.4 Height effect on room area. Portions of a room with a sloping ceiling measuring less than 5 feet • . Sill plates are to be 2 x 6 treated 40 ye 3. Where ramps change direction. W.® U �a �� :::LIMATIC AND, GIEOGRAPHIC DESIGN CRITERIA • ' ' - � � Provide sill sealer-below termite shield. (I 524 mm) GROUND WIND SEISMIC SUBJE11 TO DAME I FROM WINTER ICE SHIELD O I .: 4 SECTION 8;314 STAIRWAYS SNOW DESIGN FROS' LINE DESIGN UNDERLAY- • FLOOD WIND EXPOSURE - � 2"x 6" - 16" oc exterior walls. LOAD SPEED (mph) CATEGORY WEATHERING DEPTH t' • TERMITE - DECAY • : TEMP,. • MENT •REQUIRED - - HAZARDS CATEGORY' � - . 2"x 4" - 16" oc interior walls-unless noted otherwise. ceiling measuring less than 7 feet 6 inches 2286 mm) from the finished floor to the finished ceiling shall a . _ All wall studs are to be#2 or better Douglas Fir-Larch. 45 lbs/sgft 120 (mph) B SEVERE S-t) ,MODOERATE TO HEAVY SLIGHT TO MQDERATE 11,degrees . . YES, • 1984/f998 C `` , CZ7 . to be#2 or better Douglas Fir-Larch or otherwise noted. not be considered as contributing to the minimum required habitable area for that room, except as oovvided R314.1 Widtlh. Stairways shall not be less than 36 inches(914 mm)in clear width at all points A `�DESIGN CRITERIA All other framing members are g for in Section 8305.1.Exception 3. abovEe the permitted handrail height and below the required headroom height. Handrails � c Provide solid blocking beneath all bearing points. shat!! not project more than 4.5 inches(1 14 mm)on either side ofthe stairway and the q 1 a �o Provide structural metal connectors as required in all conditions as per state and local codes. miniimum clear width ofthe stairway at and below the handrail height, including treads PRESCRIPTIVE DESIGN MINIMUM UNIFORM DISTRIBUTED LIVE LOADS � % � O SECTION 8305 CEILING HEIGHT (in pounds per square foot) N Openings to have 2 2 x 10 headers-unless otherwise noted. and liandings,shall not be less than 31.5 inches(787 mm)where a handrail is installed W Lag bolt all steel columns to girders in cellars,crawl spaces and basements. on ome side and 27 inches(698 mm)where handrails are provided on both sides. USES(s) AND OCCUPANCY CLASSIFICATION(s) � USE LIVE LOAD DEAD LOAD F' %r s _ 3/4" cdx subfloor. R305.1 Minimum height. Habitable rooms shall have a ceiling height of not less than 7 feet 6 incites m _ _•s 1/2" cdx roof sheathing. (5 ply) (2286mm). and hallways, corridors,bathrooms, toilet rooms, and laundry rooms shall have a ceiling height Extepbtion: The width of spiral stairways shall be in accordance with Section R314.5. USE OCCUPANCY ' . s °�9 a W EXTERIOR BALCONIES 60 10 . 1/2"cdx exterior wall sheathing of not less than 7 feet (2134 mm). Provide fire blocking in all walls and floors as required by state and local codes. 11314.2 Treadlis and risers. The maximum riser height shall be 8-114" inches (209 mm) and the t, The required height shall be measured from the finish floor to the lowest projection from the ceiling. RESIDENTIAL R-3 x mininmum tread depth shall be 9 inches 229 mm . The riser height shall be measured DECKS (f) 40 10 ' awHlRSlfia AND use of DRAIYINGS: CONCRETE: Contractor is to verify soil load bearing capacity prior to construction. Exceptions' TYPE OF CONSTRUCTION (CHAPTER 6 VPASSENGER VEHICLE GARAGES (a) These drawings and specifications including = 0 PSI at 28 da ASTM C-94 ready mix concrete as per Residential Code of New York State. 50 (a) 10 the casos, design and arrangements repraeented therein, are the property of Strength of walls 3,00 y All footings,foundations, etc. shall rest on undisturbed soil. TYPE GROUP End gn kesxiatss, tic• No part g 1. Beams and girders spaced not less than 4 feet(1219 mm)on center may project not more than 6 inches verticalt�y between leading edges of the adjacent treads. The tread depth shall be ATTICS WITHOUT STORAGE (b,e) 10 10 thereof shall be copied, dtan with to Footings shall be 48"below finished grade-minimum. 152 mm)below the required ceiling height. others a urea r connection with any work or project other than for which they i V B ATTICS WITH STORAGE b haw been prepared without written All footings, foundations shall be formed. ( measureod horizontally between the vertical planes of the foremost projection of clow final ode. 2. Space in basements. other than habitable space,may have a ceiling that projects_to within 6 feet, $ inches ( �e 20 1 o sent of roar End Design Associates, Provide reinforcing buttress on any wall over 20 long,21-0"b grade. (2032 mm)of the finished floor;and bums,girders, ad'acentt treads and at a right t an le to the treads leadin ed e. The walkin surface HEIGHT AND FIRE AREA �' (2'-0"x 8"with 3-#5 rebar on 16"x 8" concrete footing) J � g g g g C� ROOMS OTHER THAN SLEEPING ROOMS and Dam proofing-as per section 8406 of the State Building Code. ducts in such space or other obstructions may project to within 6 feet,4 inches(193 I mm)of the finished of treads and landings of a stairway shall be sloped no steeper than one unit vertical 40 1 o aRo,,Eer Ho Foundation Waterproofing p p g P floor. 3 Habitable�ce in basements may have a ceiling that projects to within 7 feet(2134 mm) of the HEIGHT FIRE AREA 05 finished floor: and beams girders ducts or other obstructions may project to within in 48 unfits horizontal (2-percent slope). The greatest riser height within any flight of SLEEPING ROOMS 30 10 ELECTRICAL: HEIGHT, BUILDING. Keep boxes 5"minimum from edge of box to rough opening. 6 feet 8 inches(2032 mm)of the finished floor. stairs sh>tall not exceed the smallest by more than 3/8 inch (9.5 mm). The greatest tread THE VERTICAL DISTANCE STAIRS CMA Electric construction is to conform to the National Electric Code,New York State Building Code,and LIPA. 4. Not more than 50 percent of the required floor area of a room or space is permitted to have a sloped FROM GRADE PLANE TO 40 (c) 10 sc�►LE THE AVERAGE HEIGHT UNLIMITED AREA 1/4" _ �'-0" ceiling less than the r uired hei t with no on of the required floor area less than depth wi�ithin any flight of stairs shall not exceed the smallest by more than 3/8 inch OF THE HIGHEST ROOF 3 STORY GUARDRAIL AND HANDRAILS (d) Provide smoke detectors as per state and local codes. g P>h P 5 fret(1524 mm)in height (9.5 mrlrm). SURFACE = 13'-11" AS PER TABLE 503 200 (c) 10 �� i 06-20-05 AS PER SECTION 502 OF ROOF PLUMBING' THE BUILDING CODE OF 30 10 RE�nsionts: Supply pipes in walls(for toilets)at 3" from plywood. 8314.2.I Profile.;. The radius of curvature at the leading edge ofthe tread shall be no greater NEW YORK STATE. Plumbing is to conform to the county and local health department requirements and New York State Code. SECTION R310 than 9)/16 inch (14.3 mm). A nosing not less than 3/4 inch (19.1 mm)but not more All wall stacks are to penetrate through roof at rear of house when ever possible,spray to match roof shingle color. EMERGENCY ESCAPE AND RESCUE OPENINGS a) ELEVATED GARAGE FLOORS SHALL CAPABLE OF SUPPORTING A 2,000- than 11114 inches(32 mm)shall be provided on stairways with solid risers. ThC LUMBER SPECIES AND GRADE POUND LOAD APPLIED OVER A 20-SQUARE-INCH AREA. 8310.1 Emergency escape and rescue openings required Basements with habitable space and every greatest nosing projection shall not exceed the smallest nosing projection by more b) NO STORAGE WITH ROOF SLOPE NOT OVER 3 UNITS IN 12 UNITS. ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH ,;? A.ND BETTER2 sleeping room shall have at least one openable emergency escape and rescue opening. than 34 inch (9.5 mm)between two stories, including the nosing at the level of ___._ c) INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY Where emergency escape and rescue openings are provided they shall have a sill height of ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 ANL 6 -TTE,R DISTRIBUTED LIVE LOAD OR A 300-POUND CONCENTRATED LOAD ACTING 11 not more than 44 inches(1118 mm) above the floor. Where a door opening having a floors and landings. Beveling of nosing shall not exceed 1/2 inch (12.7 mm). Risers - JI OVER AN AREA OF 4 SQUARE INCHES, WHICHEVER PRODUCES THE GREATER i STRESSES. threshold below the adjacent ground elevation staves as an emergency escape and rescue shall be vertical or sloped from the underside of the leading edge ofthe tread above _ d) A SINGLE CONCENTRATION WiTH WOOD TRUSSES SHALL BE DESIGNED IN %\ opening and is provided with a bulkhead enclosure, the bulkhead enclosure shall comply at an angle not more than 30 degrees from the vertical. Open risers are permitted, ACCORDANCE WITH SECTION R802.10.1. \ with Section 310.3. The net clear opening dimensions required by this section shall be obtained by the normal operation of the emergency escape and rescue opening from the providled that the opening between treads does not permit the passage of a 4-inch e) SEE SECTION R502.2.1 FOR DECKS ATTACHED TO EXTERIOR WALLS t, inside. Emergency escape and rescue openings with a finished sill height below the adjacent diameteer(102 mm)sphere. . \ ground elevation shall be provided with a window well in accordance with Section 8310.2. TABLE 8402.2 Exceptions: MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE \ R3I0.1.1 Minimum opening area. All emergency escape and rescue openings shall have a minimum net clear 1. A nossing is not required where the tread depth is a minimum of 11 inches(279 mm). 2. The is between adjacent treads is not limited on stairs with a total rise 30 AREAS OF STRUCTURE MINIMUM SPECIFIED opening of 5.7 square feet(0.530 m2). inch 2 mm or less. COMPRESSION STRENGTH (a) (fc) ( } CRAWL SPACE SLAB NA T1YPE OR LOCATION OF CONCRETE CONSTRUCTION BASEMENT WEATHERING 395 sq. ft. POTENTIAL Exception: Grade floor openings shall have a minimum net clear opening of 5 square feet '"1314.3 Headroonm. The minimum headroom in all parts ofthe stairway shall not be less than FIRST FLOOR NA SEVERE (b) (0.465 m2). 6 feet, 81 inches(2032 mm)measured vertically from "the sloped plane adjoining the SECOND FLOOR NA tread noosing or from the floor surface of the landing or platform. THiRD FLOOR NA CONCRETE NOT ASEMENT LEXPOSED TOONS AND ER THE WEATHER 2,500 (c) ' 8310.1.2 Minimum opening height. The minimum net clear opening height shall be 24 inches BALCONY NA NOTM: 8314.4 Winders. Winders are permitted, provided that the width of the tread at a point not LOFT NA (610 mm). more thian 12 inches 305 mm from the side where the treads are narrower is not less ATTIC (HOUSE)(c) NA BASEMENT SLABS AND INTERIOR SLAB ON WIND-BOURNE DEBRIS ANALYSIS 8310.1.3 Minimum nim width. The minimum net clear opening width shall be 20 inches ( ) ATTIC (HOUSE)(b) NA GRADE, EXCEPT GARAGE FLOOR SLABS 2,500 (c) opening Pan g than IO inches(254 mm)and the minimum width of any tread is not]tis than 6 inches GARAGE NA Design is to be as follows: (508 mm), N A 1. Roof rafter connections from rafter to WIND-BOURNE DEBRIS ANALYSIS l (I52 mmi). The continuous handrail required by Section 8315.1 shall be located on the ATTIC GARAGE a BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND ridge and mfter to plate to be 20 gage BONUS ROOM NA OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 3,000 (d) strapping with a minimum of six(6)ad 8310.1.4 Operational constraints. Emergency escape and rescue openings shall be operational from side whaere the tread is narrower. SCREENED PORCHES NA nail' 2. Roof sheathing to be 1/2 inch at 16 Inch Design is to be as follows: SUNROOM HEATED NA rafter spacing-nalling as required for the inside of the room without the use of keys or tools. basic nailing and shear requirements 8314.5 Spiral stttairs. Spiral stairways are permitted for interior use as a component of the means DECKS NA PORCHES, CARPORTS AND STEPS EXPOSED TO 3. Walls-8 foot high-2 x 4 at 16"on 1. Roof rafter connections from rafter to ridge and rafter to plate to be 20 gage strapping with B THE WEATHER, AND GARAGE FLOOR SLABS 3,500 (d) of egress from a habitable room. a basement or an attic.Drovided the minimum tread width COVERED PORCHES NA 2 x 6 at 19 foot center foot high use minimum of six (6) 8d nails R310.2 Window wells. Window wells required for emergency escape and rescue shall have shall be',-26 inches(660 mm)with each tread having a 7-112-inch (I 90 nun)minimum tread COVERED ENTRANCE NA 2Exterior xeat16ostory 2. Roof sheathing to be 1/2 inch at 16 inch rafter spacing - nailing as required for basic nailing = 4. design as equlmd atistobeangineered horizontal dimensions that allow the door or window of the emergency escape and rescue d std l2 inches(305mm) from the narrow edge. All treads shall be identical and the rise POOL HOUSE CABANA 3s5 sq. ft. design as required and shear requirements opening to be fully opened. The horizontal dimensions of the window well shall provide a shall beer no more than 9-1/2 inches(241 mm). A minimum headroom o% fleet, 6 inches ACCESSORY STRUCTURE NA FOR SI: 1 POUND PER SQUARE INCH + 6.895 kpa ThisWalls - 8 foot hi h - 2 x 4 at 16" on center or 9 foot to 10 foot high use 2 x 6 at 16" on centclr minimum net clear area of 9 square feet(0.84 m2)with a minimum horizontal projection and (1982 mnm)shall be provided. A viral stair isnot permitted to be the only means of egress (ca) AT 28 DAYS PSI Stat building has been designed as a partially enclosed structure as defined by the New York 3, g - a WITHOUT STORAGE (kb) SEE TABLE 8301.2(1) FOR WEATHERING POTENTIAL State Building Code.The glazing Is not required 4. Exterior two story walls to be engineered design as required width of 36 inches (914 mm). from a sstOry of building, ( )(b) WITH STORAGE (cc) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING to be Impact reslstanttowind-boumedebris. CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (d) as defined b the New York Ste.* SHALL The ladder or steps required by Section R310.2.1 shall be permitted to encroach a 8314.6 Circularr stairways.Circular stairways shall have a tread depth at a point not more than (cd) CONCRETE SHALL BE AIR ENTRAINED. TOTAL AiR CONTENT (PERCENT BY VOLUME OF CONCRETE) This building has been designed as a partially enclosed structureY , The glazing is not required to be impact resistant to wind-bourne debris. 12 inchees(305 mm) from the side where the treads are narrower of not less thorn 11 inches ALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. Building Code g g q maximum of 6 inches (152 mm) into the required dimensions of the window well. (ee) SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. (279 mnm) and the minimum depth of any tread shall not be less than 6 inches(152 mm). 8310.2.1 Ladder and steps. Window wells with a vertical depth greater than 44 inches (I 118 mm) shall be equipped with a permanently affixed ladder or steps usable with the window in the fully open position. Ladders or steps required by this section shall not be required WAWM TtnF_ to comply with Sections R314 and 8315. Ladders or rungs shall have an inside width of at least 12 inches(305 mill), shall project at least 3 inches (76 mm) from the wall and shall be spaced not more than 18 inches(457 mill)on otter vertically for the full height of the NOTES window well. R310.3 Bulkhead enclosures. Bulkhead enclosures shall provide direct access to the basement. - LOCATION OF The bulkhead enclosure with the door panels in the fully open position shall provide the HOLD DOWNS minimum net clear opening required by Section R310.1-1. Bulkhead enclosures shall also comply with Section R314.9. FOR W I N D LOADS R310.4 Bars, grills, covers and screens. Bars, grills, covers, screens or similar devices are permitted SHEET NUMBER: to be placed over emergency escape and rescue openings, bulkhead enclosures, or window GN 1 n1 I -11....... { 1-1 -. -1 , __��._. . _r-____­-- _ ____ ­­­ ---I.,-'- 'r __ SIMPSON STRONG- TIE CONNECTORS - SPECIFIED FOR CONSTRUCTION USE A NAILN [IFrH ALTERNATE RIDGE STRAPPING �QF NEhr1-o`� TVD ad NAILS THIS Table 3"2�. Top date Splice Requirements for Wind - E [?E SIDE OF TRUSS A MINIMUM OF CATHEDRAL LOCATIONS. Table 3.22D Header Spans for Exterior LoadbearingEq 9 TDTAL FDUR �. • O • SIMPSON MSTA24 STRAP TIE � � xptlatBP@ B '� �+ Ane-Story Slab-on-Grade Walls g os� : (ON EVERY RAFTER) (Supporting a Roof Ceiling and Two Center Bearing Floors) FASTENERS ALLOWABLEis LOAD 8d NAILS TVD Bd NAILS THIS TO BE INSTALLED 16" oc MODEL GA UPLIFT UPLIFT LATERAL WITH CODE INTD TR SIDE OF TRUSS, _- - (133/160) 8dx1 j" COD ' ' N0. � Ate• NAILS TOTAL FDUR • , O Bntlding Dimension(R) Minimum lice TO TO ULT. RAFTERS/ PLATES STUDS (133) (180) F Fa (133& Bd NAILS NOTE: REFER TO SIMPSON WOOD CONSTRUCTION INTO TRUSS 12 3 Anli / PROVIDE 2x6 COLLAR TiE 16 4 400 5, 44 CONNECTORS MANUAL FOR ALL F007 NOTES AND ..::,:- UNDER RIDGE - 1a" oc. 20 Dead Load Assumptions: RootYCeiling Assembly DL=20 psf H7 16 4-8d 2-8d 8-8d 2991 930 985 PROPER INSTALLATION PROCEDURES r FACE NAIL USING (4) 10D NAILS 5 ...W 7 20 f Ground Snow Load R _ _� TO EACH END OF COLLAR TIE � 4 Roof Live Load Q� .072 UNDEER RIDGE - 16" oc. 12 a Ps 30 psf 50 psf 70 psf Qr-LEE HIS 16 8-8d 8-8d 3983 915 950 650 5, 44 • T � F1 36 g m Width(ft.) FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) 8 AIL ° o o ° 40 11 t2 24 36 12 24 36 12 24 36 12 24 36 ° ° o ° so 13 DIMENSIONS (TOTAL) AVG LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT 1N WOOD MEMBER CODE PLATES TO °� ' 60 t6 Maximum Arader/Girder Spans for Common Lumber S is MODEL GA ULT. LFTAa TVD a 1e 19 Hemders Supporting Sire ) ( ) (ft.-ia) (ft-inl(f .-in. so z2 (ft.-in.) (R-in.) (ft.-ia.) (R-lin. ft.-in. LFTA REF. EIGHT NO. MAX. A 8d NAIL L OTY DIA 1 2 2 3 3 1 1" INTO IL . ' s Roof,Ceiling,slid 2-2x4 3-2 2-6 2-1 3-0 2-4 2_0 2-9 2-2 1-10 2-7 2-0 I -9 DETAIL A Tabulated splice kmahr sawme top pi°u�u plate m�macNoe nein Ll6d T'wuCeaterl3earing 2-2x6 4 B 3-8 3-1 4-5 3-5 2-11 4-0 3-2 Z-9 3-9 2-11 2-6 WID AN �" �" �" 2 2 " 3 INTO 11 11 STUD Simpson Strong-Tle PLATES • 1205 1400 5, 44, 85 H7 EIGHT" = arils Per foot:Fa ahotter tglke Reith;the tall spacing atoll ha rsduoed in order to provide an equivalent number of nails. Floors 2-2x6 5.11 4-7 3-11 5-7 4.4 3-R 5-1 4-1 3-5 4-9 3-9 3.2 16-1 Od - 4200 8d NAIL t Tebuhted splice Small"sat me a buWmg located in Exposure B' 2-2x 10 ?- STUD Simpson Strong-Tie Tabulated splice levo i are based on 8 toot will licgha.For other wall heights EFTA 16 2}" 17" 38 L L. INTO 2 5-7 4-9 6-10 5-4 4-6 6-3 4-11 4.3 5-4 4-6 3-10 DOUG-FIR LARCH / S0. PIIsE H7 K the tabulated nth lateral loads shad be multiplied by H4. 2-2x 12 8-4 6-6 5-6 7- 11 6-2 S-3 7-3 .5-9 4-11 6.8 5-3 4-6 FASTENERS ALLOWABLE UPLIFT LOADS ' Top plates else!l be a®nimarm of•lull atade material. 3-2x8 7-5 5-9 4-10 ?-0 5-5 4-7 6-5 5-1 4-4 5- I I 4.8 4-0 MODEL L AVG 10d 10d x 1 ' CODE LFTA Top Plate Splice Requirements for Wind - Exposure B & C - All other Cases 3-2x10 9-0 7-0 6-0 9-6 6-8 5-9 7-10 6-2 5-3 7-2 5•8 4-10 N0. ULT. REF. LFTA 3-2x12 10-5 8•2 6-11 9-11 7-9 6-6 9-I 7-2 6-I R-4 6-1 5-7 LFTA 4-2x8 8-6 6-8 5•R 8- 1 6-3 5.4 7-5 5-10 5-0 6- 10 5-4 4.7 1 Od t Od x 1 (133 / 160) (133) (160) -.- DETAIL limit Bulking 1Hmaovaion(it} M{n�r°gp�1,�b tR}'.tat.+ 4_2x 10 lU-'5 8. 1 6- 10 9- 10 7.8 6-6 9-0 7-2 6-1 8-4 6-7 5-1 MTS16 1B 14-10d 14-10d x 1j" 3116 1000 840 1000 3, 41, 128 t2 2 4-2x12 12.1 9-5 8-0 11-5 8-Il__ 7-7 10-5 8-3 7- 1 9-8 7-7 6.6 MTS20 20 14-10d 14-10d x 1}" 3116 1000 840 1000 3, 41, 128 i6 3 20 4 Maximum Header/Girder S for Glued Laminated Beams' u 4 - 29 3 7;_i11T(&-ln.) (R.-in.) (ft.-in) {R-ia,) (fwrl.) LST20 20 12-10d 12-10d x 11" 2383 775 720 720 3, 41 36 7 32 6 3z5.500 6.4 4-3 3- 40 a 3x6.875 7-11 5-3 4-1 7-9 5-2 4-0 6-8 4-7 3-81 5-10 4- 1 3-3 DOUG-FIR-LARCH I ' SHEATHING NOTES: so 10 SO. PINE CODE 6o t2 3x8.250 9-6 6-4 4-11 9-3 6-2 4-10 9-0 5-7 4-5 7-1 4- I1 3-1i TYPE OF DIRECTION ALLOyyA A REF. I', ALL SHEATHING TO BE NAILED IN ACCORDAN4CE WITH THE 70 14 3x9.625 11-1 7-5 5-9 10-10 7-3 5.8 9-4 6-6 5.2 8-3 5 9 4- MODEL CONNEC- OF LOAD FLOOR ROOF (133/ NAILING SCHEDULE OF THE AMERICAN FORES3T & PAPER so 16 3zt1.00o 12-8 8-s 6-7 12 4 R-� 6•s lo•B 7-5 s-It 9-5 5-6 s-3 NO. TION 100 125 160 , : ASSOCIATION(AF & PA) WOOD FRAME CONSTFRUCTION MANUAL t Tabulated splice lengths assume topplats.to-top plate connection using 2-lfid 3x12.375 14-4 9-6 7.5 13-11 9-4 7-3 12-0 8-4 6-R i0-7 7-4 5.11 G 515 s45 s7o I WFCM FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC 11110%par font For ehorta splice kaaths,the tall spwInf,shall be reduced ro LU ( ) otderto provide t 3x13.750 15-11 10-7 8-3 IS-S 10-4 8. 1 13-4 9-3 7-4 11 -9 8-2 6-7 LTP4 5 J 515 645 670 6, 39, 97 p equ'velmt mumbo of nails. H 515 s45 s7o HIGH WIND EDITION. ALLOWABLE TENSION LOADS!""(DF/SP) (133) HOLDOYVN HOEDOWN °.° • r Tabulated splice lengths weassume n on 8 t wall h in Ex 3x 16.500 0 12-8 9- 10 n 12-5 9-8 ❑ lung postaeD. 11-4 6- 10 14-4 10-2 8•1 12- I1 9-0 7-3 t Tabulated epee lengths arc based on 8 foot wall heights.For other wall he[phb, 1 l-1 8- 10 14-1 9-10 i- IO i (1) SHEATHING TO BE NAILED TO CCA SILL 11,thautrulatedvnitlatualloadsshallbemuliph°dbyHlB. 3x17.875 n 13-9 In-8t� 13-5 10-6 a 12-0 9-7 15-3 10-7 8-6 -• MATERIAL DIMENSIONS FASTENERS DEFLECTION EF. 2 SHEATHING TO EQUALLY SPAN IST AND 2ND FLOOR BOX BEAM O TUD LENGTH OF BOLT s.a AT HDEFLIGHEST ST REF. � • T plates shall tx s minimum of wade material. MODEL ACHIN AVG AT HIGHEST ( ) 3x 19.250 a 14.9 11 -6 a 14.6 111-4 a 12-11 10-4 ❑ 11-5 9-2 IN VERTICAL WOOD MEMBER ALLOWABLE 3 SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES Top Platesplic•�••am NO. ANCHOR pL ULT. ALLOWABLE LOAD DESIGN ( ) - 3x20.625 a 15-10 12-4 n 15-6 12.1 a 13-10 11 -1 n 12-3 9. 10U) BLASE BODY HB SB SB W H B SO CL p1A° s " " " " DESIGN yyIIEN RAISED OFF '• noon° 4 SHEATHING TO BE NAILED TO TOP PLATT= QTY DIA 1r 2 21 3 3} 51LOAD ( ) 3.x22.000 n a 13-2 a a 12-11 n 14-10 11 -9 0 13-1 10-6 Q HD2A 16 12 4&* 21" 2j" 8" 24" J" 1W r 2 r 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82t . LU _x5.500 8-1 6-5 4-10 7-11 6-3 4-9 7-0 5-7 4-4 6-4 4-LD 3-9 NOTE: 5x6.875 10-1 8-0 6-1 9-11 7-9 6-0 8-9 6-11 5-4 7-11 6- 1 4-8 O Z ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO 5x9.625 14-2 11-3 8-6 13- 10 10. 11 8-4 12- HAVE A CAPACITY EQUAL TO OR GREATER 'THAN THE REQUIRED 3 9-9 6 ll-1 R-b 6-7 DIMENSIONS FASTENERS ALLOWABLE UPLIFT A •� 5x11.040 a 12-10 9-9 15-10 12-5 9-6 14-0 I 1 -l 8-7 12-8 9-8 7-6 W MODEL AVG DF SP CODE N0. W L STUD PLATE ULTa REF. AMOUNT CALCULATED FOR EACH CASE. 5X12.375 a 14-5 (133) (160) , 34" 7 " -10d x 1�" 2917 735 885 7, 40, 127 QA� 11 tl 11-0 n 14-0• 10-4 15-9 12-6 9-8 14-4 10-11 R-fi !!^^ 5x15.125 r3 a 1?-5 o a I3- 1 a 15-3 11-10 a 13-4 IO.4 v! 'n SP4L T P 4 DETAIL B NOTE: 5x 16 5U0 a a 14-1 a ❑ 14-4 0 ❑ 12.11 a 14-6 11.3 Q V LTP4 PROVIDE SOLID BLOCKING IN ALL FLOOR JOIISTS AND RAFTERS AS It Maximum aliowable headers irder span exceeds 16 feet,ti uns RTC limited to 16 feet. O g p P W GA DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE REQUIRED BY THE BUILDING CODE OF THE STATE OF NEW YORK, It TahidAted spans are based on#2 GrHde Hem-Fir,and are MODEL REF. applicable to species with equal or grater Fr and F.from the Supplement(i.e., N0. W L NAILS 100 (133) (iso) AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) DougIns Fir-Larch,Southern Pine,ur Spree-Pine-Fir). For#3 Grade lumber,spans shall be multiplied by 0.75. U LSTA21 20 1 ' 21 - 905 1205 1295 7, 40 90 Simpson Strong-T e WOOD FRAME CONSTRUCTION MANUAL (WFCW) FOR ONE AND TWO 21Tahulaled spans assume 24F combination glulam. DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE F�O O r-t O-F i.O O r Connections FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. 11 The number of ack sttKk req uirecd at each end of the header shall be determined from Table 3.22F. D MODEL REF, J ') No. GA W L NAILS FLOOR (133) (160) U MSTA24 18 1 " 24 - 1025 1370 1640 7, 40, 90 NOTE: Table 3.22E Header Spans for Exterior Loadbearin TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE EAST END DESIGN ASSOCIATES, LLC. AND I1TS ASSOCIATED ENGINEER HAVE P g OMa118 MODEL L SPACING REF. NOT BEEN RETAINED TO INSURE PROPER INSTALLATION OF ANY AMERICAN FOREST&PAPERASSOCIATION (Supporting a Roof,Ceiling,and Two Clear Span Floors) ACV N0. (LENGTH END GA CUT LENGTH (TOTAL) (100) (133 / 180)a oc. OF ROLL IN A ROW) NOTE: ALL HANGERS TO BE USED ON THIS PROjEC'f MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE. „-- 28-8d 1235 1650 24" 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE CS16 150' 14 18 CLEAR SPAN +31 NOTED. FAILURE TO COMPLY WITH ALL NOTE''' Table 3.22A Header Spans for Exterior Loadbearin ALL ROOF SHEATHING IS TO BE FASTENED AND INSTALLED TO MEET � Dead LoadAssutn turns: RooUCeilin MODEL DIMENSIONS FASTENERS DN. - ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION � g Walls p' gnsse,nblyDL=20 psf NO. GA HEADERS AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PL;GES OR EXCEED ALL REQUIREMENTS OF THE' BUILDING CODE OF NEW YORK STATE, lloofLiveLoad Ground snow Load WL W H B 10d 18d JOISTS ULT. REF. (133 (160) 10d 16d 10d 1sd 10d 1sd ALL LIABILITIES ON THE CONTRACTOR. Supporting a Roof and Ceiling) AND THE AMERICAN FORE'"T & PAPER ,ASSOCIATION (AF & PA) 20 psf 30pgf sopsf 70 psf WS46 18 3V 41" 2 4-16d 4-18d 6076 1140 1160 1000 1150 1250 7, 40, 127 PROVIDE (1) HGA10KT ON WOOD FRAME CONSTRUCTION MANUAL (;WFCM) FOR ONE AND TWO FAMILY HUS210-2 14 3b" 9f}" 2 8-16d 8-16d 6076 1755 2105 1650 1900 2065 1 38 84 122 SIDE OF CEILING JOIST AuildingWirlth(R) Dead Load Assuunptinns: koofK ciliag Assembly DL=20 psf 12 24 36 12 24 36 12 24 36 12 24 36 AND ON SIDE OF RAFTER DWELLINGS, 2001 SBC HIGH WIND EDITION. DOUG-RR LAR - F ALLOWABLE LOADS Reasf Live Load C,rouW Snow Load Maximum Headex^G' S for Common Lumber Spmaies1.3 FASTENERS UPLIFT UPLIFT LATERAL 6CODE ALL PLYWOOD SHEATHING IS TO STAGGER FLOOR JOISTS AND TOP PLATE TO 20 psf 30 psf 50paf 70 psf He;adabSuppwftg q;7e ft ,� MODEL AVG ( / ( •-' .) (ft.•in.) (R•inJ (Rain.) (A.-in.) (ft.-in.) (ft:in) (R-in.) (R-in.) (ft.-in.) (R-in.) (ft.-in.) GABLE STUDS (SEE LAYOUT). Baildingwidth(R) Rloof•Ceiling,and 22x4 2-8 2-0 1-7 2-6 1-11 1-7 2-6 1-10 1-6 2-5 1-10 1-6 NO. GA ULT. __ TO RAFTERS TO PLATES TO STUDS (133) (180) F i 160 12 24 36 12 24 36 12 24 36 12 24 36 lrwo Clear Span 0 1 � 2-2x6 3-11 2-11 2-6 3-8 2- 10 2-4 3.7 2-9 2-4 3-7 2-8 2-3 ALL PLYWOOD IS TO BE NAILED TO TOP' PLATES UNDER RAFTER TAILS. Maximum Header/(3 interSpam forCoaumonLumberSpecies' Floors 2-2x8 4.11 3-9 3_I 4-8 3-7 3-0 4-7 3-6 2-11 4-6 3.5 2-10 HGAiOKT 14 4-SDS}'x1}" 4-SDS}"x3" 1523 435 435 1165 94 Headers Sup;iortutg Size (ft.-in.) (fL-fir} (ft.•in.) (ft.•in.) (R-ins} (ft:in.) (fes-in.) (ft.-in.) (fi.-in.} (fi.-fir.} (ftJ (ft.-in.} 2-2x10 6-0 4-7 3-10 5-9 4-4 3-b 5-7 4.3 3-7 5-6 4-2 3-6 koofand Ceiling 2-2x4 4.9 3-7 3-0 4-2 3-2 2-8 3-6 2-8 2-3 3-1 2.4 2-n 2-2x12 7-0 5-3 4-5 6-8 5-0 4-2 6-6 4-11 4-1 6-4 4- 10 4-0 • 2-2x6 6-11 5.3 4-5 6-1 4-7 3-11 5-2 3-11 3-4 4-6 3-6 2- 11 3-2x8 6-2 4-R 3-11 5-10 4-5 3-9 5-9 4-4 3-8 5-7 4-3 3-7 USE A MINIMUM OF 2-2x8 8.9 6-7 5-7 7-8 5-10 4-11 6-6 5-0 4-2 5-9 4-5 3-R 3-2x10 7-7 5-8 4-9 7-2 5-5 4-6 7-0 5-4 4-5 6-10 5-2 4-4 TWD 8d NAILS THIS MTS 2 0 L T S 2 0 1-2x10 10-8 8-1 6-9 9-4 7-2 6-0 7-11 6-1 5-1 7-0 5-4 4 6 3-2x12 8-9 6-7 5-6 8-4 6-3 5-3 8-2 6-2 5-2 8-0 6-0 5-1 SID2-2x12 12-5 9-5 7- 10 10- 10 8.3 7-0 9-2 7.0 5.11 8-2 6-3 5 3 4-2x8 7-2 5-5 4-6 6.9 5-2 4-4 6-8 5-0 4-2 6-6 4-11 4.1 TOT DF TRUSS. 4-2x10 8-9 6-7 5-6 8-3 6-3 S-3 8-1 6-2 5-2 7-11 6.0 TOTAL FOUR • • O • o° 3-2x8 11-0 8-4 6-I1 9-7 7-4 6-2 9-2 6-3 5-3 7-2 5-6 4•8 5 -0 Bd NAILS INTD TRUSS o 3-7.x10 13-5 10-2 8-6 11-9 8-11 7-6 9-11 7-7 6-5 8-9 6-9 5-9 4-2x12 10-1 7-8 6-5 9-7 7-3 6-1 9.5 7-1 6-0 9-2 7-0 5.10 SIM �- 3-2x12 15-? 11 -9 9-10 13-7 10-4 8-9 i 1 -6 8-10 7-5 10-2 7-1 U 6.7 Maximum HeaderiCiirder Spans for Olued Laminated Bea W s 1 SIMPSON � c/) $ TAKE-UP WASHER 4-2x8 12-8 9-7 8-0 11- 1 8-5 7-1 9-5 7-2 6-D 8-4 6-4 5.1 sine R-in ft-in ) (R-in. [r11 ( ) ( ) (ft.-in. ) (R-m.) (ft.-in.) (ft.-iia) (14n.) (ft-4n.) (ft.-m} (R-in} (R-in) • / r 4-2x10 15-6 it-B 9-9 13-6 10-4 8-8 11 -6 8-9 7.5 10-2 7-9 6.6 3x5.500 4-9 3-1 2-$ 4-B 3-1 2-5 4-6 3-D 2.4 4-4 2-11 2-4 4-2x12 a 13-7 11-4 15-8 12-0 10.1 13-4 10-2 9-7 11.9 9-0 7•? 3x6.875 S-II 3-10 3-1 5-10 3-10 3-0 5.7 3-9 2-11 S-S 3-7 2-10 � •/ •/ - Maximum Ht ider/Girds Spats for Glued Laminated Beamst'r Simpson Strong Tie 3x8.250 7-1 4-8 3-9 7-0 4.7 3-8 6-9 4-5 3-6 6-6 4-4 3-5 HGA10 Size (R-in.) (ft.-in.) (R.-in) (14n.) (ft.-h%.) (R-in.) (R-in.) (R-in.) (ft.-in.) (li-in.) (ft.-ia} (ft:in,) 3x9.625 B-3 5-5 4-3 8-2 5-4 4-3 7- 10 5-2 4.1 7-7 5-1 4-0 TWO 0 ART'�'x12 • " •• 3xS.5W 8-4 6-11 5-9 7-5 6-3 5-0 6-3 5-1 3-11 S-i 4-2 3-3 3x11.000 9-6 6-2 4-11 9-4 6-1 4-10 9-0 5-11 4-8 8-8 5-9 4-7 0 � Bd NAIL INTO °o p '• 3x6.875 10-5 8-8 7-2 9-3 7-10 6-3 7- 10 6-5 4-10 7-0 5-3 4-1 3x12.375 10-8 7-0 5-6 10-6 6-11 5-5 10- 1 6-8 5-4 9-9 6-6 5-2 V) ^ WW PLATES 3x8.250 12-6 10.4 8-7 11-2 9-4 7-6 9-5 7-8 5-10 8-5 6-4 4-10 3x13.750 11-10 7-9 6-1 11-8 7-8 6-1 11 -3 7-5 5-11 10-10 7-3 5-9 Ago EIGHT • VV 8d NAIL SP4 DETAIL "11t1 3x9.(125 14-7 12-1 10-0 13-0 10-I1 8-10 11 -0 9-0 6-10 9-10 7-4 5-8 3x15.125 13-0 8-6 6-9 12-10 8-5 6-8 12-4 9-2 6-6 12-0 7- I1 6-4 ' 3x11.Ot10 a 13- 10 11-5 14-10 12-6 10-1 12-6 10-3 7-9 11-2 8.5 6-6 3x16.500 14-2 9-3 7-4 14-0 9-2 7-3 13-6 9-11 7-1 13-0 8-8 6.11STUD • 3x17.875 15-5 10-1 7-11 15-2 9-ll 7-10 14-7 9-8 7-R 14-2 9.4 7-6 Ewe �Sz At 0 • 3x12.375 a 15-7 12-11 a 14.0 11-4 14-1 11-6 8-9 12-7 9-6 7-4 • 3x13.750 c ❑ 14-4 a 15.7 12-7 IS-8 12-10 9-9 14-0 10-6 8-I 3x19.250 a 10-1D 8-7 ❑ 10-8 8-6 IS-9 10-5 B-3 15-3 10-1 8-p A g c 3x20.625 a 11-7 9-2 a 11 -6 9-I. a I1-2 8-10 a 10-10 8-7 0h a� • 3x15125 c U 15-9 n o 13-10 a 14-1 10-8 15-5 11 -7 8-l: EFTA LSTA21 •• 3x22.000 a 12.5 9-9 ❑ 12-3 9-9 c 1I-t0 9•5 ❑ L1-6 9-2 11 3x16.500 c a a a to 13.1 n IS-4 11-8 c 12-7 0- 5x5.500 6-7 4-7 3-6 6-6 4-6 3-5 6-4 4-4 3-4 6-2 4-2 3-3 i •• STU ���- 3x17.675 a ❑ a a a u o n 12-8 ❑ t3-8 10-7 • ..x6.875 8-3 5.8 4-4 8-2 5-7 4-3 8-0 5-5 4-2 7-9 5-3 4-0 OWNERSHIP AND USE OF DRAWINGS. • �• ° SIMPSON 3x19.250 r. ❑ o a a ❑ n o 13-7 c 14-9 11-4 5x9.625 11-7 8-0 6-1 11-5 7.10 6-0 11 -2 7-7 5-10 10-LO 7-4 5-8 •• ° TAKE-UP WASHER 3x2O.625 a o a a a a a 14.7 a 15-9 12-2 Theca drardnga end specifications including Sx 11.000 13-3 9-1 6-l 1 13-1 9-0 6-10 10 12-9 8-8 8 G-7 12-5 8-S b-5 • Ideas, doslgn and arrongemortta 3x22.W0 c o is n a a a a 15.7 ❑ n 13-3 represented therein, °n the property of Sx 12 375 14-11 10.3 7-9 14-9 10-1 7.8 14-4 4 9-9 7-5 14-0 9.5 7.3 East End Design Atsaoctates, i1Ca No part ARf•x12 • ° 5x5.500 9-10 8-2 7-3 8.10 1-5 6-7 7-5 b-3 5-7 6-8 5•7 4-10 thereof shall be incl, disclosed to • 5x6.675 12-4 10-3 9-1 11-0 9-3 8-3 9-3 7-10 7-0 6-4 7-U 6-0 5x15.125 a 12-6 9-6 a 12-4 9.5 n 11 -11 9-1 a 11-6 B-10 others or used In connection with any ART X 2 5x 16.500 a 13-8 10-5 a 13-6 10.3 to 13-0 9-1 l a 12-7 9-9 wor* or project other than for which they Sx9,6Z5 ❑ 14-4 12-9 15-5 12-11 11-6 13-0 10-11 9-9 I 1 -R 9-9 8-5 ° Maximum allowable headed rdmr s hove best prepared without wd ten • gi pan exceeds 16 feet,spans are limited to 16 feet. consent of East End Design Associ°taa, CNw- ° 5x 11.000 ❑ a 14-11 a 14-9 13-2 14-10 12-6 11-1 13-3 11 -2 9-7 ' Tabulated spans are based on ill Grade Hem-Fir,and are applicable to S U.C. 4 app!• pales with equal or greater F�and E from the Supplement(lana,Douglas COUPLER NUT DETAIL Sx 12.375 a u a a a 14-10 Q 14.0 12-6 14-11 12-7 10-10 Fir-Larch,Southern Pine,or Spruce-Pine-Fir). For#3 Grade lumber,spans shall be muldphed by 0.75. Equal number of • s eclfied nails in PROJECT NO: t Sx 15.125 a a a r a a a a 15.4 0 15-4 13-d Tabulated spam assume 24F combination glularn. 866-2005 ;• each eats Simpson Strong-Tie 5x 16.500 a a a c a a a o ❑ ❑ n 14.5 3 The number of jack aquds required at each and or the bcader shall be determined from Table 3.22F. i C S 16 Maximum uDowable beadcrrgirder span exceeds 16 feet,spare are limited to 16 feet. DRAWN BY: r Tabulated spans are based on#2 Grade Hem-Fir,and are applicable to species with equal or greater Ft and E from the Supplement(Le,,DuLgIL, CMA IDETAIL "HiI Fir-Larch,Southern Pine,or Spruce-Pine-Fir). For#3 Gradc lumber,spans shall be multiplied by 0.75. Tabile 3.22E Jack Stud Requirements SCAB p s M Tabulated spans assume 24F canhination gtulttan (For Headers in Exterior Loadbearing Walls) �4 = -0 s The mrmber of jack aruds required at each end of the header shall be determined from Table 3.22Fa ARTj•x12 - - DATE ° • Table 3.22C Header Spans for Exterior Loadbearing Walls Roof lave Load Ground Snow Load 06-20-05 0 p� 30 psf 50 of 70 psf RE VISIONS: (Supporting a Roof,Ceiling,and One Clear Span Floor) Header Width 6" 3' 4.5" 5" 6" 3" 4.5" 3" 6" 3" 4,5' 5" 6" W. 20 (2 o Dead Load Assumptions: Roof+Ceiling Assanbly DI.-20 psf Header Header - - - - - ¢ MTS 16 5n Number of Jack Studs fired at Each F,nd of the Header""' MTS 16 Roof Live Load Ground Snow Load PP g Span(R) to H D 2?A 20 psf 30 psf SO psf TO psf 2 Building Width(fL) 4 1 1 1 1 2 1 1 l 2 I 1 1 2 2 2 1 STUB- 12 24 36 12 24 36 12 24 36 12 24 36 6 2 1 1 1 2 2 1 1 3 2 2 2 3 2 2 2 • SIMPSON TAKE-UP U P WASHER Maximum IieaderJCirdor S for Conwwn Lumbers •iact� neat and 8 2 2 2 1 3 2 2 2 3 2 z 2 4 3 3 2 tci�g 10 3 2 2 2 3 2 2 2 4 3 3 2 5 d 3 3 Headers Supporting Size (Il-in.) (ft-in.) (ft.-in.) {lt-in.} (ft.-in.) (R-lea) (ft.-in.) (R-in.) (ft.-in.) (IL-in.) (fl.-un.) (ft:ia} 12 3 2 2 2 4 3 2 2 S 3 3 3 6 4 4 14 4 3 2 2 4 3 3 2 5 4 3 3 3 Do Roo%Ceiling,and 2-2x4 3-5 2-7 2.2 3-3 2-5 2-1 2- 11 2-3 1-11 2-8 2-1 I -�N 16 q 7 5 4 a 3 3 2 5 3 3 3 6 4 4 3 R 5 5 4 p One Clear Span 2-2x6 5.0 3-9 3-2 4-9 3-7 3-0 4-3 3-4 2- 10 3-11 3-0 2-' 2 1 1 1 1 E 1 1 1 1 1 l 1 2 1 1 1 i Sllrlpson Strong-Tie Floor 4 2 1 1 1 2 1 1 1 2 2 2 1 3 2 2 2 2-2x6 6-4 4-10 4-0 6-0 4-6 3-10 5-5 4-2 3-7 5-0 3-10 3-1 2-2x10 7.9 5-10 4-11 7-4 5-7 4-8 6-7 5.2 4-4 6.1 4-8 4.0 Roof,(Ceiling, 6 2 2 2 1 3 2 2 2 3 2 2 2 4 3 2 2 LlUS46 CNW- 2.2x12 9-0 6-10 5-8 B-6 6-5 5-5 7-8 5-11 5-0 7.0 5-5 4.- 1.0 B 3 2 2 2 3 2 2 2 4 3 3 2 5 3 3 3 C cater 10 4 3 2 2 4 3 3 2 5 3 3 3 6 4 4 1 COUPLER NUT ®• 3-2x8 8-0 6-D 5-0 7-6 5-8 4-9 6-9 5-3 4-5 6.3 4-10 4.1 DearimgFloor 12 4 3 3 2 S 3 3 3 6 4 4 3 ? S 4 4 HD2A 3-2x10 9-9 7-4 6-2 9-2 6-11 5-10 8-4 6.5 5-5 7.7 5- 10 5-0 14 S 3 Simpson Strong-Tie STU �°- •. ®I 3 3 S 4 3 3 7 S 4 4 8 6 S 4 HIS 3.2x12 I1-3 8-6 7-1 10.6 8-1 6-9 9-7 7-5 6-3 8-10 6-10 5.9 16 5 4 3 3 '6 4 4 3 8 5 5 4 9 6 6 5 SIMPSON 4-2:c6 9-2 6-11 5-10 8.8 6-7 s-6 7-10 6. 1 5-2 7-2 5-7 4-1 2 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 1 1 TAKE-UP WASHER 1 4-2x10 11-3 8-6 7-1 10-7 8-0 6-9 9-7 7-5 6-3 B-9 6-9 5-9 4 2 2 2 1 2 2 2 1 2 2 2 1 3 2 2 2 DETAIL 'IF" •• 6 3 2 2 2 3 2 2 2 3 2 2 2 4 3 3 2 • •• 4-2x12 13-0 9-10 8-3 12.3 9-4 7-9 II- 1 B-7 7-3 10-2 7.10 6-b Raof,{Ceiling, 1 4 3 3 2 4 3 3 2 4 3 3 2 S 4 3 3 and One deur DETAIL TT 11711 Maximum HeaderKhrder Spans for Glued Laminated Beams; Span Floor 10 5 3 3 3 S 3 3 3 5 4 3 3 6 4 a 3 Li 1 C11L 1 °•�.• I (I Size (R-in. ft.-in.) (ft-in (8-in. (ft-in 12 6 4 4 3 6 4 4 3 6 4 4 3 8 5 5 4 ( ) ) ) (Rain.) (ft-in.) (R-Ea.) (R-in.) (R-in.) (ft-W) (ft:�- 14 6 4 4 3 7 5 4 4 7 5 S 4 9 6 5 S ART •x12 �x� 16 7 ' S 5 4 7 S 5 a 8 6 S BP 3x5.500 6-10 4-6 3-5 6-8 4-5 3-4 5.11 3-11 3-I 5-1 3-5 2•8 4 10 i 6 5 NOTES: 3x6.875 8-6 5-8 4-4 8-4 5-6 4-3 7-4 4-11 3- 10 6-5 4-3 3.5 2 1 1 1 1 1 1 I 1 2 1 1 1 2 1 1 1 3x6.250 10-3 6-9 5-2 10-0 6-8 5-1 8. 10 5-10 4-7 7-8 5-2 4• I Roof,(reilinR, 4 2 2 2 1 2 2 2 1 3 2 2 2 3 2 2 2 WIND-BOURNE DEBRIS ANALYSIS 3x9.625 12-0 7- I1 6-0 I1-8 7-9 5-11 10-4 6.10 5-4 8-II 6-0 4.9 aCcm= G 3 2 2 2 3 2 2 2 4 3 2 2 4 3 3 2 Gensler 8 4 3 3 2 4 3 3 2 S 3 3 3 5 4 3 3 Design Is to be as follows: II S• 3x11.000 13-8 9-1 6-11 13-4 8-10 6.9 11-10 7-10 6-1 10-2 6. 10 5-; 10 5 3 3 3 5 4 3 3 6 4 4 3 7 5 4 4 � ANCHOR BOLTS s�tr;ng 1. Roof ratter connections from rafter to I 3x12.375 15-4 10-2 7-9 15-0 9-11 7.7 13-3 9-10 6-11 11-6 7-9 6.1 Ftwors 12 6 4 4 3 6 4 4 3 7 S 4 4 B 5 5 4 ridge and rafter to plate to be 20 gage I 3x13.7 50 n 11-4 9-7 a 11-1 9-5 14-9 9-9 7-8 12.9 9-7 6•:i i 4 7 S 4 4 7 S 4 4 8 5 5 4 9 6 6 5 strapping with a minimum of sec(6)8d SP4 3x13.125 u 12-5 9-6 a 12-2 9-3 c 10-9 8-5 14 .0 9-5 7-S 2 2 ; 5 4 8 5 5 4 9 6 5 5 10 ? 6 5 nalls Li 3x16.5D0 a 13-7 10-4 a 1 3.3 IO.1 o 11-9 9-2 15.4 10-3 R- l 1 1 2 1 1 i 2 1 1 1 2 2 1 I 2. Roof sheathing to be 112 Inch at 16 Inch a 3 2 2 2 3 2 2 2 3 2 2 2 4 3 2 2 rafter sawing- shear required for bash tall! 4 at 16'requirements 3x17.875 a 14-9 I I -2 a 14-4 11-0 ❑ 12-9 9.11 a 11 -1 9-9 Roof,Ceiling, 6 S 3 3 3 5 3 3 3 S 3 3 3 S 4 3 ; 3. Wella-8 foot high-2 x 4 at 18'on COW- a 15-6 11-10 ❑ 13-8 10-8 a 12-0 9-S 3 6 4 4 3 6 4 4 3 7 5 4 4 center or 9 foot to 10 foot high use COUPLER NUT SP4 3x19.250 a 15-10 12-1 Clear Span 10 7 5 5 4 a 5 5 4 R 5 5 4 SIMPSON •' and Two a 6 a 4 ••�• SIMPSON •. l4 10 7 6 5 10 T 6 S 11 7 7 6 STU LSTA21 a a 13-9 a o 13.6 ❑ 15-8 12-3 a l3-B 10-1U _ L T P 4 3x20.625 a p 12- 11 a a l2-8 ❑ 14-8 11 .6 a 12- 10 10- Fi 8 6 5 4 x at on center ogn12 9 6 5 3 9 6 6 5 9 6 6 5 1D 7 6 5 4. Exterior two story walls to be engineered • TAKE-UP WASHER Strong-TIC 3x22.000 design as required LSTA21 L T P 4 5x5.500 8-1 6-6 5-2 7- 11 6-4 5.0 7-0 5-10 4-6 6-4 5- 1 3.11 16 12 8 7 6 12 B 7 6 12 8 B 6 13 9 8 It This building has been designed as a partially • HUS 210-2 5x6.875 10-1 B-1 6-5 9- 11 7-1 l 6-3 8-9 7.3 5-7 7-11 6-4 4-10 lack stud requirements arc based on a roof xpan(Via)of 36 fret. For other roof spans,the tabulated number of jack etude required at each end of the header enclosed strtx�ro as defined by the New York DETAIL "C" 5x9.625 14-2 11-4 9-0 13-10 11-2 9-9 12-3 10.2 7.10 11-1 R- 1 1 6- 16 she l be multiplied by(W+12)148. State Building Code.The glazing Is not required C 5x 11.000 n 12-I 1 l0-3 15- l0 12-9 ID-0 14-0 11-7 9-0 12-B 10-2 7-9 2 Why the nurnber of jack studs equals 1,abe header shall be itmd to be s to be impact reslstant to wind-bourne debris. i S, ''! 3 Peru► supported by a framing anchor attached W the Ntl-height call stud. impson Strong-Tie T i e 5x12.3 75 a t4-7 I 1 -6 a 14-4 1.1-3 15-9 13-1 10-1 14.4 1 1 -5 8_9 - An equivalent number of full height studs are permitted to replace junk studs when adeguav gravity connections are provided. Floor-to-Floor C(onnections 5x15.125 a o 14-1 a a L3.9 n 16-0 12-4 a 14-0 10.8 5x16.500 a a 15-5 a a 15-0 a a 13-5 a 15-3 11 .8 e Maximum allowable header/girder span excccds 16 feet,spans arc limited to 16 feet. ' Tabtilttoed spans are based on#2(?rade Hem-Fir,and arc applicable to species with equal or greater Fs and E from the Suppltmeat(ie., Douglas Fir-Larch.Southern Piste,or Spruce-Pine-Fir). For#3(suede lumber,spam shs11 be multiplied by 0.75. r Tabulated spans assume 24F combination Slulam. ' The number of jack studs required at each end of the header shall be deuermined from Table 3.221'. DETAIL "D" DETAIL "G" IDETAIL "J" DRAwINc: Tins- Simpson Strong-Tie DETAIL "L" SIMPSON ROD SYSTEM WiNDLOAD CHARTS & CALCS. NO SUBSTITUTIONS All framing hardware shown on these plans, otherwise Indicated, Is Simpson Strong-Tie, STRONG TIE � unless P No substitutions are approved or authorized. DETAILS I Due to the relationships of framing hardware to the other components of the structure, any framing SHEET NUMEIE7b hardware substitutions will render these plans null and Vold, and will result In the Installer/contractor i assuming responsibility for the design and performance of the entire system. i GN 2 ALL TABLES ARE FROM TH3E AMERICAN FOREST & PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS 2001 EDITION (PRESCRIPTIVE DESIGN) i I t I I I SEAL: a.. Table A-3.23A Header Spans for Exterior Loadbearing Walls Restating Wind Table A-3.4A Rafter and/or Ceiling!Dist Top Plate Lateral and Shear Connection ��f NE. ``� Table 3.23D Reduced Full Height Stud Requirements for Headers or Window Sill Table 3.24C Jack Stud Rete Irerhents for headers In Interior Loadbearing Walls �-0EEF� Requirements - Exposure C (b Loads - Exposure Plates In Exterior Walls Resisting Wind Loads - Exposure B & C -' T 1 x , .. -_ Roof Span(ft.) (Prescriptive Alternative to Table 3.4) .� 12 24 36 -- -- -- a , I t ALL FOUNDATION REQUIREMENT TABLES ARE FROMSMed(mph)`°Swond ` BS 90 loo 114 120 130 140 150 Distance from Top Plate Down to Header(a)tee Distance froom Bottom Plate Lip to Window Sill Plate(b)to '_: l.x-1<.aa Wall Height(x/h),where x is(the larger of a tee b Header Width Three Second Gust Wind Speed ,yam t • THE RESIDENTIAL CODE of NEW YORK STATE 1�1a1timum HL•ader/Clirder Spans for C01121ttan Lumber Sptxies 0,0 0.1 D.2 0.3 4.4 Os 0.6 0.7 4.B 0.9 1.0 3" 4.5: S" 6" 3" 4.5" 5" 6" 3" 4s" 5" 6" (11111pr) RS 90 100 110 120 130 la0 150 „rl / t Wall Stud 2-2z ' 3-2x 4-2x 2-2x 3-2x 4-2x 2-2x 3-2x 4-2x Sim ft-in UL-in.) R.-in. ft:in ft.-in. (ft.-in.) (ft.-tin.) (ft,-in-) S n in. Header Spam(ft.) Number of Full Height Stud Required tat Foch End ofthe Header' `�f F ( ) ( ) ( ) ( ) ( ) pact g( } Rafter Ceiling Joist 1>4'al!Heigh Dumber of9d Catrtmon Nails or lOd Box Nails(Toenailtd) Gtf �1 - �' I Header Supporting Hescl� Number of Jack Studs Required at Each End of the Headerl' Spacing(in.) 00 Required in Each Rafter and/or Ceiling Joist to Top Plate Connectionl.2r a "r- 1 1 ! 1 1 1 1 1 1 1 Spas{ft.} ' 11 2-2x4 6-0 4-3 3-11 3-8 3-5 4 1 4-8 4-4 4-1 1 1 2 2 2 2 2 2 2 1 R 2OF , t 3 3 2-2x6 2 1 1 1 1 1 1 1 1 1 1 1 1 12 s A ' TABLE R404.11.11 4-9 4-6 6 1 2 2 3 3 3 3 3 1 1 4 1 1- 1 , l 1 1 1 1 1 1 1 l 10 " ,, �- > tj .f PLAIN CONCRETE AND PLAIN MASONRY FOUNDATION WALLS 2-2X8 I2 8 1 2 3 4 4 4 4 4 3 2 ] PLAIN CONCRETE MINIMUM NOMINAL PLAIN MASONRY'MINIMUM NOMINAL WALL 2_2X1 5-3 4.1 1 l0 1 2 4 S S S $ S 4 2 I 6 1 1 1 - i . . I I I 1 1 2 1 1 1 16 8 '" 33" s �,s• ! _ `tet 4 $ 4 " 1 i WALL THICKNESS(inches) THICKNESS(inches) 12 One Floor Only 8 1 1 l I 2 1 1 1 2 2 2 1 l0 s :. :` ��?3�' _.;' 4 °,y4r 5 5 5-2 1 3 4 6 6 6 6 6 4 3 1 ,'_ _ ', _` � - xr 6 6 tu+xfMUM Soil clasaaae 2- t4 1 3 S 6 7 7 7 6 S 3 1 (Centex Bearing) 10 l 1 1 l 2 2 1 1 3 2 2 2 8t �- j •a�, Nt:• T_7 " '� t 6 1 3 f 7 8 8 8 7 6 3 1 - MAXIMUM WALL UNBALANCED GM,GC, SC,MH,ML CL I SC,MH,ML-CL S-6 12 l l i I 2 -2 2 1 3 2 2 2 24 =-,'1 9f 31 ` €" ,•af, x a r sv, , HEIGHT BACKFILL HEIGHT' GW,GP, SM,SM SC And ltwrpanle GW,GP,SW and GM,OC,HM, and Inorganic 6-0 (tact) jfevt SW and SP and ML CL SP 8M SC and ML CL 4 6 6 6 6 ootid or 8 6 solid or 8 6 sults ar R 2 1 1 1 1 1 I 1 1 1 l 1 p i3ta 4 d d d •4 4 1 1 ! 2 2 2 2 2 1 1 I 14 2 l l 1 3 2 2 2 4 3 3 2 Prescri uv X bk 3.4. 4e l , 'Sri 10!,t- 16 2 l :l l 3 2 2 2 4 3 3 2 z Tabutatedz " .._,(-ildin located in fix etre r - t € a";)_a -, I 5 5 G 6 6 6 solids or 8 8 10 0.6 9-6 8-7 4 6 1 1 2 2 3 3 3 2 2 1 l 2 1 = 1 '•i ! 1 I 1 1 2 1 1 1 s q�en ce 6� � l`0 ratters,the sum of the toenails itt the r&fter d oi$t it al or exceed:he ' 4 G 6 6 6 solids or R 6 solids or 8 G so:dd ur 8 - ! h 5 6 G 6 6 solid I or 8 R lU 11 .7 10-6 9.6 16 8 1 2 2 3 3 3 3 3 2 2 l DO- ,'61.'.:�� ' 4 . 1 1 1 - 1 2, , l 1 1 3 2 2 2 tabtilat IT, , b 6 SL4 8s 8 10 I 12 11 12-3 I1 -0 10-0 9 - 10 7-4 10 1 2 3 4 4 4 4 4 3 2 1 6 2 1"' 1 1 3 2 2 2 4 3 2 2 a Toavo po"tet jW2,t�y47-4­,J 81 P __ 12 1 2 3 4 5 S S 4 3 2 1 Two Floors 8 2 2 I 1 3 2 2 2 S 3 3 3 �fF. . . ,a , ntu'1s shall be installtd in each i:de of a rafter or ccilin Dist when fastened to a 2x4 to 4 6 6 b 6 snlidd or 8 8 8 t�s,sb 14 plate of,3'toel .ingc�3iSG]1tbGtened to a 2x6 tap plate. d Max3m�*++Header/Glaser spans for Glued Laminated Beams 1 2 4 9 6 6 6 5 4 2 1 (� BSS) 10 2 2 2 1 4 3 3 2 6 4 4 3 S G 6 S+t G solid or R ]0 10 w ,. i :.tick*ti. *- ! 16 1 3 4 6 6 6 6 6 . 4 3 1 12 3 2 2 2 5 3 3 3 7 5 4 4 s<�€�" � Il; 6 6 S R IU 2 !USD-,d r , i J- ? 8 8 10 12 10 sn1lois 12 so,tdl :in) (ft"-in.) (R-in.) (R.-ia) (ft-in) (ft-in.) (R-in.) (ft.-in) 2 1 1 1 L 1 1 1 1 1 1 1 14 3 2 2 2 S 4 3 3 8 S S 4 r +. , t.� r w�r 4 6 6 - G 6 wlidd or 8 6 solidd or S R 4 l ! 1 - 1 ! 1 1 l 1 1 1 16 4 3 2 2 6 "4 4• 3 9 6 5 5 "',�!"�' 6 ' a- y 5 6 6 8 6 solidd or 8 10 12 - l0 13-1 11 -10 10-9 9-10 9-1 B-5 7. 10 6 1 1 1 •2--- 2 2 2. 2 1 1 1 t Where the cumber of jack studs egtuds 1 the header shall be permitted to be supported by a framing anchor attached to the full `�r�,.� ,-� • xIm 'r .' 8 6 8s 8 10 ]0 12 12 solids • . d 5-6 14-8 13-2 12-0 I1.-0 10-2 9-S 8-9 8 . 1- 1 2 2 2 2 - 7 R IU 10 12 I.solid Footnote a 24 . 2 2 het t wall atttd, a��'('.;'.�"m.. - +: .��,<-, ��� _.,; `ss 10 I 1 2 3 3 .. 3 3 2 1 1 An equivalent number of full height studs are permitted to replace jack studs,when adequate gravity connections are provided a 8 10 10 12 IDsuitdd 12solidtl Flxnnnrc o a 14-5 13.2 12-0 11 -1 10-4 9-8 ;} §`¢ "" " ­-, ., ,_­ 0 _ 12 t 2 2 3 3 3 3 3 2 2 1 ka ,1, a. : � If 4 6 6 6 6 M,lidd ar 8 6 solid°o:g 8 ° a 15-7 14-2 13- 12-0 11.2 10-5 Table 31 illaliing $ctteduie � � » " �t : 14 1 2 3 3 4 4 4 3 3 2 I r�" �ft� : < # 5 G Rr 8 8 IU 12 ° o ° 15-2 13- I1 - 11 it-1 9 6 8 8 t0 10 12 12 solids 16 L 2 3 4 4 4 4 4 3 2 1 7 R 1 U 10 12 12 solids footnote e H a o 14 -10 The capacity of the connection ofthe top or bottom plate to each fail height stud shall be equeal to the unit tatall load w ren on Table 3.5 ' . a . `` t t R iU 10 l2 12 solids Footnote a Feotaote c O Number of Number of times hatf of the header span(Lr2)divided by the required number of full height studs selected from 3.23D. a. n ,r t+re. .f_ .z,. ,f• � c4 = 4 9 10 12 Fcx,tnalu f footnote a Fuu note c Foo tate e - P� 8 r' �Ea5:." ,: �" ., •: •,',*, t '+ ;,' . ° ° g 0 Sh C1► ( ) Joint Description ComIDOII NWs ;`' �.r -, Pt► Box Nails Nail S in �, A + � re, ~ , Top or Bottom Plate>p Each Full Hei t Stud Canttcction=w'¢J2yNFH ;T r �� ��! - ` '�' a For S: 1 itch i5A mm,I foot-3114.8 mm,I p.•und per syuarc tach=6.49f Pa. vp , t „s�� x ,`- I,:. > - ': f i w" sr re . W P 4' B 1¢ masonry E P ss �. •'��$ ?k ny :'. "k��t a."`.Zo, .5A-_.t, -,', �s"'�k r :'•E a. b,o:ar Shall Me y e\i or S krd mxaun shalt lx!aldol rwrtin bund.Un Doted hollow mato units ate xnait-cti exec t where o:heruise-t,duuted. p p -7 3 ,� �11. n , b So,l classxs zm.n accordance wi h the Uni!'ted Soil Classification System Refer to Table 1005.I. Rafter TDP (T�-m (lice Table 3.4A) (sCe Table 3.4A) . per rafter .y s v- ' ., µ-,1 - sae .x ..r�, ; - <'J.P c- 4-2 Ceiling Joist to Top Plate (Toe-trailed) (tree Table 3.4A) (see Table 3.4A) ist _ '; " f",� '" `��'' est u c. l'nbz:an:ed''uack.:Ilheigt:isthedi[terance inheighlalthea.ctcnorandtntrinrfieisaground!rveh.R'?tereanintenorconcreteslabispwvidcd.thcurhalnnceJ P�Ja r , _rte' ,1,t;:xtr:, t _�r?s �- 3 t :y ,:{^. -9 -. �ack:t;l height shall be measured From the extcriur finis,graund level to the to of tar interior concrete slab. 14-9 Ceiling Joist to Parallel Rafter (Face-nailed) (see Table 3.9A) (see Table 3.9A each l '�.-r ':; .,.�. _- rtr: ,9*f„W ,� _ ,»-,,,:�-.;�. `' Double To Plats! Ceilin foist La Over Partitions a -4 �. �� � x-,r= � � ��3w�`� 'r: � ` 1'{ xy d Solid gra,ted hollow units or solid maxnnry units. 15-3 = P 8 Ps (F ae-nailed) (see Table 3.9A) (see Table 3.9A) each lap :. ,,-it • *fmm `., f 1 , > . - 1J- 3 - Collar Tie to Rafter (Face-nailed) see Table 3.6A see Table 3.6A r_ ' e.W■II onstruction sha:l be in accurdunce with 7bble 1140-1.1.1 2)or a design s1u>ll in provider.. � � ( ) ( r tie Y."� a�"°�"' c--;�='`•,"<n' � i�'^ - "� I l B P s i. a desiuZn.s required. IS-9 " -� � _ Blocking to Rafter(Toe-nailed) 2-Sd 2-IOd } each end "s •� r ,` a; � O 3X22. t:• ,r .s r g.-hickr•css may be 6 nchesU) �- ,provided ntiramum specrtiel compressive streng0,of concrete,fe,is-1,000 psi. 3x23.375 ;• O o i ``` ``� Rim Board to Rafter('End-nailed) 2-16d 3-16d each end . `` l Q 3x24,750 ° ° �'�� Table A-3.413 Uplift Strap Connection Requirements - Ex Osure C 15- 1 14-0 13-1 T Plate to T Plate t t p LU Q W TABLE R4o4.1,1(z} op op (Face-nailed) 2-1� 2-1� ; (Roof-to-!Mall, Wall-to-wall, and Null-to-Foundatlon) Z 5x5.5000Header- Tap Plates st Iatcraections (F�e-nailed) 416d S-16d joints-each side O REINFORCED CONCRETE AND MASONRY■FOUNDATION WALLS 5x6,875 ° t] ° ° ° ° 15-8 14-8 Full Heigh Stud to Stud (Face-nailed) 2-lois 2-16d 24"o.c. MINIMUM VERTICAL REINFORCEMENT SIZE AND SPACINGu•-FOR (Prescriptive Alternative to Table 3.4) 6-INCH NOMINAL WALL THICKNESS 5X8.250 to 6 a ° ° ° ° ° Strad JackStud Header to Header(Face-aailod) 16d 16d I6"o.c.along edges MAXIMUM WALL MAXIMUM UNBALANCED Soil classes! ---- _- 5x9.625 ° a ° ° a d d n ,,�' ___-- W ' HEIGHT BACKFILL HEIGHT` GM,GC,SM,SM-SC and ML 5C,MH,ML-CL and inorganic __ Top or Bottom Plate to Stud (End-nailed) (see Table 3.5A) (see Table 3.5A) per stud W j (feet] (fast) GW,GP,8W and SP Bolla sons cls sons ° Maximum allowable header/girder spans are limited t0 lb feet. W Indo W-,, _ SII1 Plate h Deed Load Assumptions:I2oot7Geiling Assembly DL=15 psf � �n 6 5 #4 at 49"o.c 44 at 48"o.c. - at 48"o.c. ' Tabulated header spans shell be permitted to be divided by 0.96,for framinE riot located within 8 � _ Bottom Plate to Floor joist,Bandjoist,Fndjoistor 2-I6d'= 2-16d',' per foot (.J _ Three Second Gust Wind 85 4a Inn 11D 120 130 1d0 150 W O 6 54 at 4s?"n.c. ti4 at 40'`O.C. #5 at 4ti"o.c. feet of building corners. -] Blocking (Face-(railed) Speed h a #4 at 48'o.c. Ifo at 48"o.c. 44 at 48'o.c' z Tabulated spans assume a building located in EXposure C. Frn mio Spacing in. Roof Span on Nails or 10d Bax Nails 5 �4 at 48"o.c. i4 at 48"n c. 44 at 40"o.c. 6 #4 at 48"o.c, 195 at 48"u.e. t#5 al 40''o.c. r J q 7 #4 at 40'c.c. #5 at 40"o.c. kG a:4R'u c. The number of jack studs required at each end of the header shall be determined from Table 3.22F. __ 4 Tabulated values are based on#2 Grade Hem-Fir,and are applicable to species with equal or greater 6 _ Joist to Sill,Top Plate-n Girder (Toe-nailed 4-8d 4-10d per joist B P B( ) U 5 #4 aI 48"o.c. #4 al 48"o.c. Ir4 at 40"u.c. Bridging to Joist (Toe-nailed) 2-Bd 2-IOd each end {ft') '�' ago Strapt,z,r,a 5 G 94 at 48"o.c. #5 at 48'o.c. #5 at 40` ox. Fli and E from the Supplement(i.e.,Douglas Fir-TArch,Southern Pine,or Spruce-Pine-Fir). � Blocking to Joist(Toe-nailed) 2-8d 2-10d each end 12 �,pF, 3 4 q t. r „� _ _w Blocking to Sill or Top Plate(Toe-nailed) 3-16d 4-164 each block 16 w' .•;*'' 4 5 < 0 7 45 at 48"o.e. i#6 A 48'o.c. #6 at 40`o.c. j Tabulated spans assume 24F combination glulam. Bottom Plats�� Ledger Strip to Beam(Face-tailed) 3-16d 4-164 each joist -) Al.. -_;0 8 its at 40''o.c. r#6 at 40'u.c. 46 at 24"o.c. 6 The number of full height studs required at each end of the header.shall be determined in accordance Joist on Ledger to Beam(Toe-nailed) 3-8d 3-10d per joist '' f 6 b Band Joist to Joist 12 S h4 at 48"o.c. #;4 at 48"u.e. #f5 at 48'o.c. with Table 3.23C. (End-nailer!) 3-16d 4-16d per joist ".,''` ' } 6 #4 at 48"o.c. #5 at 48"o.c. ##6 at 4R"ac- -- Band Joist to Sill or Top Plate(Toe-nailed) 2.16d' 3-16d per foot 8 ` . " 6 7 9 7 #5 at 48'o.c. 46 at 48''o<c< ab at 32" Table A-3.2313 Header Spans for Exterior Mon-Loadbearing Wails and Window ;` 7 e 8 ;/5 at 40"O,C. k6 32"o,c. k6 at 24"o.c. 5111 Plate Spans Resisting Wind Loads - Exposure C Table 3.24A Header Spans for Interior Loadbearing Walls 3 4 7 9 9 I #6 at 40"o.c. #6 at 24'o.c. #6 at 16"o.c. Structural Pamela 8d lOd (see Table 3.10) - _. - 2 2 3 5 1 - (Supporting One Center Bearing Floor) Diagonal Board Sheathing 2 3 3 S S 6 `' Fa SI 1 inch=25-4 trot,1 fool=3+14.11 mm. 1'x6"or 1"x8" 2-8d 2-10d per anpport d.Morar shall be Type M or S ar.d masonry shall be laid in ninn:ng bond. Three Second Guist Wind Speed -- -- o Alternative reiafuruing ttar•sizes ands ucings having an uivalent etuss-sectional area ofreinfonvnienl F85 W 100 l 10 120 130 140 150 1'x10"er wider 3-8d 3-10d per support ' AW ' 2 3 4 4 S 6 7 Dead Load Assumptions: RooffCeiling Assembly DL=110 psf k (mPih) � 8 p g 5 per.meal toot of wall shall he❑ermined providrd rte �111�11111111111111111111111111 �.r • l6 F 1 4 5 6 , a. ' y,acng o.the reinforcement does not exceeJ 7^:inches. ~' 1 4 5 6 ? K .�:,, c.Venial reiufunamcnt shall he Grade 60 m,nlmum.'1 he distance from the face ofthe soil side ofthe wall to the center orv.rlirad reinfaremert'heli be at:east 1,;o,a s Building Width(ft,) Gypsum Wallboard Sd cooler Sd COOltss 7"edge/1D"field ;-3 ,5• _T• ; 0 5 inches- Maximum Header/Girder Spans for Cammnn i,umbcr Species3 4 6 B 9 12 24 36 11 ~ t.Sail classes a c in acrnrdance with }te Unlficd Sail Classification System.Refer to Table R465.1. 3 4 ` 7 8 e Unt alartcrd bcekfit,height is the differ nce in height ofthe exterior and interior finish ground hovels.W'herr an interior concrete slab is provided,du unbalanced Maximum Headee0irder Spans for Sizte (ft.-in) (ft.-in.) (ft.-in.) (ft.-in.) (ft.-in.) (fl.-in.) (It.-in.) (ft.-:a.) as Structural Panels Bd IOd (six Table 3.11) NO 3sr-� 2 3 3 . . �d tmCkfiL heigh,shall he-neosuled from lhe:exterior finish grow,d level to the Top ofthe taleriur concrete.slab. Clio ntin Lumber S tics StructurFiberboal Panels _M ;+. , , 4 5 S 6 1-2x4((flat) 6-2 .A� ek(1t `#'� �'i 4-0 3-9 3 -6 Headers Su _ . ' ` a �r J. � � >. 4 PP g Size ft.-in. ( ) ( ) 8 2 3 4 5 1-2x6((flat) 9r 0 �8---, �, s�?�.�0 5 S s ' -5-1 l 5-6 5- 1 tine Floor Onl 25/32" 8d3 - 3"edge/6"field `'20{ F£ -x ` 3 3 4 6 ( ) R-in. ft.-ia 7/16 6d 3"ed e/6"field 5 6 8 :.. ^ 9 TABLE 8404.1.1 3 2 2x4 flat ;Q g:g` t 1 _� .�r,; { ' , Y 2-2x4 4-4 c, ( 1 ((flat) * r s r _ qi �� ,. 1b.,b`;" s .1r1..O 5-7 5 2 ((:entQ Bealilrg) 3 ! 2-6 9.2 E c -r'' 3 4 t _ 9 ,k r - ,ry . REINFORCED CONCRETE AND NIASONRYa FOUNDATION WALLS 3 ,t � � ",Y_f )r �; 2-1x6 6-5 4-6 6 3_g Gypsum Wallboard Sd coolers Sd coolers T'edge/10"field --A `• ;a� `e _ - p; 1.2x(; tlat -F„ .v 3 4 - K ...�.ti� .'''-�'. (( ) .��° -��__.�,-� ��-12-�.... ,.. la 4>,, :r�,..�!):;4i"s� ,��-�a 6 i�•., �`^"$:�.9,„. 8- ] 7-7 2-2x8 8-1 5-9 4-8 Hardboal'd 8d 8d (see Table 3.11) .��.�t (p`,� VERTICAL REINFORCEMENT SIZE AND SPACINGec FOR 12-INCH NOMINAL WALL THICKNESS i r x• " .3 S 6 Particleboard Panels 8d Sd see manufacturer - . c a e - ----1 I Tabulattted htadet.s' s °:. .#t',,Ig `*i,1, d; .• _ ., t .tb) i ild'ng co z ( ) MAXIMUM WALL M CED Boil les as -. n ,! _. fiBryfPrGtD }7 1 rnCIS. 2-2x14 9-11 AXIMUM UNBALANCED Ar �yr� lr� . • r+� - -O 3-9 4t HEIGHT BACKFILL HEIGHT" GW,GP,SW and 5P 9C,MH,ML{Land inorganic CL Tabulantcd spa C wi �f = W - , '.. 2-2x12 11-6 8-1 6-7 Dia onal Board Sheathing . (feet) V-0 soils GM,GC,SM,SM-SC and ML solla soils ;�.>w3 ` X-' B g 1 . A s - _3 8 R 4 'r4 at?2"o.c. +14 ai?2"n.c. 4 at?2"ac. a Tobulatlted h t " ;r age? t v&ll`4 g i} or v lei ' -DRi ' te. e die *6%shall be divided 3-2x8 10-2 7-2 5- 10 1"x6"or IN8" 2-8d 2-1Od per support - 7 5 #4 at 72"o.c. 04 at 72'ox. 94 72' I' ;.;- t_ . ` " I"xl0"or wider 3-8d 3-IOd er 4 8 9 Y( 12-5 at - o c• b }L 110) ,• . :` � u d 3-2x10 12-5 8 9 7-2 P support x b #4 at 72"o.c. #4 at G4"ox. 94 al 48''o.c. , - ;- '<:' F� , ,i,'i'+" '•N 9 qn-Fir and art:a licabie to s cele 3-2x12 14-4 1 D-2 I 7 94 at 72"o.c. #4 at 48"o.c. #5 at 56"o.c Tabulat!t s I PP P �rV0 �aJ3 $from the S-3 L4 2 5 5'4 al 72 O.C. .� ler '' k' , 1t, - t- " #4 at 72"o.c. #4 at 72`'o,c. Suppler r. ern Pino,or Spruce-Pine-Fir). 4, 4-2x8 11.6 8.3 6-9 Structural Panels 28 r 6 #4 at?2'au. M ut 56"o.c. 45 at 72"o,c. s Th n = j 1"or Ian Bd 10d 6' /12"field 7 �at 64"o.c. #5 at 64"u.c. 44 at 32'o.c. I --^�-•• � .:t8 :8 each end of the header shalt be determined ro accordance with Table 3.23C, 4.2x10 14-4 1D- 1 8-3 _ V „� 32 - . 8 #4 at 48"o.c, t4 at 32"ac. #5 at 40'o.c. � te ' ;: 4-2x12 a 11-9 9-7 Diagonal Board Sheathing i0d 16d 7A. 1st s _T. 6 edge 16 field s 35 4 [7 5 1 at? u.c a4 it?2"o.c. #1 at 72"O.L. '.,�'� -Z::�r" ,- ' ', x �`', Maximum Header/Girder Spates for Glued 1"x6"or 1"x8" 2-8d 2-10d per support ' Prescriptive limits are based on assumptions in Table J.4, O E� ` 1< � � � - Laminated Beams 1 x10' or wider 3-8d 3-I0d per support : Tabulatod uplift connection pec uiremrms asutme u' 1 �°; .w,- " 1 a b i'ding located in Exposure C. #4 at 72"O.C. +►4 at 56"o.C. #5 at 64"o., i ,.,tx,xKa,tee .. 1s,a 9 #4 at S6 o.c. Ifo at 40 o.c. #G at 64"a.c. u:F:;s;'-�'4.,'�: , ;..._"�: ;a�n k, . , 3 r ri Size ($-in.) (ft.-fa.) (R-iaJ Nailing requirements are based on wall sheathing nailed 6 inches on-center at the panel edge.If wall sheathing is nailed 3 inches on-center at the Tabulated uplift connection requirements amume a roof and ceiling assembly dead load of 9 psf(0.60 x I S f=9 sf. 11 a 8 i+4 at fi4"o.c. #b rte h4"o c, 46 at 48"a.c. " u- R.,:,;,i r:.= :;`. ,,a ,M , 1 Ps P 1 tt5 at SG"o.c. #, al 72"o c. +16 at 40"o.c. rall "°' :-r. panel odge to obtain higher shear capacities,nailing requirements for atrttettt[a1 members shat!bC doubled,Ot alternate connectors,such as shear ceiling assemb,y is not present or if the ceiling assembly is not conn to the roof assembly,the tabulated number of mat Is shalt ^_ - "4_ - yrs y �„,k,p*lit.,' 3x5.504 7-3 5-9 4-4mill =ur Sl: 1 inch-2_.4 ram, < faor-3.94.8 mm. t "=, o, . all ; assn * ° plates,shall be used to maintain the load path be tncreastxr by 1 nail at each end of the strap. � 3xb.87S 9.1 7-3 5-5 ' When wail sheathing is continuous over connected membesa,the tabulated number of nails shalt be permitted to be reduced to 1-16d nail per fool a liininnun A5l M A653(J-ttdr.33 steel arra z o ji �_ c_ .. r 4, ,~: ., I'll U,' ' Corrosion resistant 11 roofing nails and 16 staples are check IBC for additional requirements. 4:s:.zN:pc. _ _.. %I- �;., Jis►Be flag gage staples permitted, raga s. VtrrRar shall be Type M or S and masonry sl.all be'aid in ntnn.ug bund --b- '), ;-; .,tee I.. _' 3X8.2SD 10•l l 8.8 V h Alternative reinforcing her sizes and sparing having an eyuivt lent erase-secr;ona:loan of re,nfarCement per linea:foot of wall shall k permitted providec dw r, r• '�,', ' •,7 �^''} t:2 6'6 apacmg of ilio reinra-cemer-t does not exceed 72 inehes ��„ "'Yr. Table Al-3.4C Rake Overhang Outlook Uplift Connection Requirements - to W a N Y�1t�.54 ,S. y ,�xit•. �.'^ - }� . , - . 4. 3x9.G25 12 9 10. 1 7.7 Exposure CA o 1 ; J: ; :� . c.Ve:ileal reinferoement shat)be GrecY 60 minimum.The distance fmm the Face of Ole soil side ofthe wall w J,e center or ve•lical reiarurecmect shall i e a:;ru;t �;'r# _ , ,'•" • .� rc r. 3X11.004 14.1 11-7 8-8 8.?5.ntltcs a-. _y �:. : . ,,�:;s,',. ' stirs' "�:,."; ;* ,_ - -•-- - ne 2-..k 9.13+'-. )} � .". ? -.;' ,., '.t ,, a ;',`'�4 AMERICAN FOREST&PAPER ASSOCIATION - - �� �- f�I'r- `r I 3x12.375 0 13-0 9-9 q a L.Sva classes arc m a:cotdaucc wish the Unified Soil Classificanr.n System.Rcicr tu'lahle 8405.1. �� a T t� 1.55 , ra 4• ' 7" " y Table A-3■2B Bottom Plate • Vit: � 4, N.WNO , r-- 3 � ��'._,, : to to Foundation Connections (Anchor Bolts) Resisting I F ra. r x2� I•r, .:..a at4a "r, `",a .< r m Z Lnaa eared backfi;l t:eicr tt is the ditTe-ence ir.hcighl afthe axle.is and in rrior.,rish ground levels.Wh.cre an interior co:torte slab isprovided,the unlw:ancud 1,"". ;r', ?+ . ;, at.- �`1 3 3X13.750 a 14-5 10-10 TI'hree Second Gust Wind Wbackfill height shat:be tncaaurcd from the exterior Gmsn ground level to tl,c Wp of thenterior vroavrrle slab, �•. "rat ' v ,4. �-%I "��$�'` - 65 90 lUU 110 !20 L30 14U1SD � e �< ; _ . .k;-f,..- A-*._ : fr�x �: .> -> 3x1'.12' D 15 11 ll 11 Lateral and Shear Loads from Wind Exposure C speedctnph) F- x'a� If , 2.t, m ° , �1 I �� rY 0_- &• �•- p ��� � .Ic 3,116.500 0 C 13-0 (Prescriptive Alternative to Table 3.2) COu:looker Spacing(in.) U lift Coaaxtiuu Loads(lbs. • o 8 t L ,'wed' +;,y. 't.�` 1za * Iv y^ ¢ ,s a,_,` T a v)9i a w TABLE R404.1.1 4 .. , r . - .. 7 (( ) V ,r 1 ;;w `r� , 3x17.875 a c 14-1 l2 259 241 339 434 517 606 703 80 4 REINFORCED CONCRETE AND MASONRY'FOUNDATION WALLS '_ 1 .r t ,�_Wit" k��s,�'' "�, l �, 'l�„ , i •k 16 a a � --- V ;:i'�•' i'i 7+°'3•+»j'��'"r '« +,.pYs :'�!Y i ",1,,. '-.-a(,e•.,'f ,I _ 5x5.500 8-8 6-10 6.0 346 387 478 579 689 808 93? 1016' MINIMUM VERTICAL REINFORCEMENT SIZE AND SPACING°•° Z, . ,;�•Y?*'r r? :; t ., ...Vis, �� �_c„_�� � ,.,F,, !} .. r pT tram SCCund Gust 13" 24 518 581 T1T.. Y '= $68 k.` ":•;1133' 1212' 1406' 1614' FOR 10-INCH NOMINAL WALL THICKNESS a r'.1y;7° �,,s t f i§r * eek 6 g '' 5x6.875 10-51I 7-6 " urs 1', s ; 85 90 100 110 120 130 ]40 150 OWNERSHIP AND tlsE OF DRAWINGS: MAXIMUM Sots Ctaasesa - K. i �.r' ;, ; s �' ? �i •1' g ter` Spy td(papa) ' Tabutatrd outlooker uplift cOnACCtioa 101 tfa aEstlme Ab-I Ia�11tid 1p$atpg9lRe,G .. MAXIMUM WALL :; • , 1 ,. 5x9.625 15-1 12-0 10-6 - -. UNBALANCED - - sem: _ , ;F }•s ;s•'r yr ir4. y,.t "'� .. '' Bottom Plate to Fvun&i.ion Anchor r Tabulated outlooker uplift connection loads arebaaed ori 2 fcpt:ovarha__ I v-`Ql at+etfiaays less cher.2 feet,tab:t!ete vabtrs These drawings and specifications Including HEIGHT 6ACKFiLL NEIGHI� GW,GP,SW and 8C,MH,ML-CL and .�� = eta ,x + y•3 5x 11.000 D l3-8 12-0 2.s,4 ,. ,% �,. •; the Ideas, deatyn and arrangements SP soils I GM,GC,SM.SM-SC and ML soils In n1c CL Bolls �'' x c�,_x, '3 x s, Bolt Connection Resistin FDundation Supporting Maximum Anchor Boli Spacing(iu.) shall be pertniued w be multiptiod`by{(2,+OHyd- (g13 h►it)t-7= -.t'. '• (feet) feet __ " - " _ _ ---� � ,� ._ n - :- :_v,<<�;,• «.rfo��,T+ »,� . represented thsratn, are the property of 4 #4 at 56 o.c, #4 at 56 o.c. #4 at 56 o.c "av;^-. ;; 5x12.375 I5-5 13-S 1 East End Design Msock4m, I.I.C. No .,.,G.,.av•rte x p.�. For overhangs located in Zone-$per the flgttres of T&ii24;• bola upliftlQgda ha tied to be muhplud by 0.65 g Pad 5 #4 at 56"o.c #4 at 56"D.C. +f4 at 56"o.c. 5x13.150 n ❑ 15-0 - 112"Anchor Bolt __A41- 3' therroof shalt be copied, disclosed to 6 #4 at 56'n.c. #4 at 48'o.c. k4 a:40"o c. 30 ' `lith ahallbe!"noted t'20[moan!='-"'k zze sr �iTf any Chrtlookcr len „•.. ���" - ��,�+��-�•, r others or used to e:ortnectlon with a 3x15.125 a c a Lateral and Shear Loam y r r Y work or project otter than for which they r+4 at 56 n.c. ifs at SG"o.c. h5 at 40"u.c. or Bolts " +�" ;'` _ have been prepared without written 5 04 at 56"u.c. #4 at 56"o.c. 64 at 48"n.c Maximum allowable header/gilder span exceeds 16 fret,,spans are � �� , v-- -r{i`��i p r�{ -x�I �* � .�mw -` eonswA of East End Design Associates, R 6 rt4 at SG'o.c #4 at 48"o.c h5 at SG"o.c P-e;cr. rive limits arc ba :. `ut _ ( - limited to 16 feet. u.. rr- ` _ 4 O.C. A ) Pae] x' " ;W .tiµr~ tl� ? k4l at 48"ox. #4 at 32 o.c. #6 at 56"o,c. I P , e,r, .},: ` � .A f.; Connection per ,5e�tf, n , 1� Ate:2.6.5 Tabulated.spans are based on#2 Grade Hem-Fir,and area applicable Cvf < �� .»I. 1. 8 #5 at 56'ox. #5 at 40'o.c. #7 at 56"o.c. When anchor butts are us td the Icsset of the tabulated - 4' ParGaie tet" one PROJECT NO to species with equal or greater Fb and E from the Supplecment(i.e., �•�` 5 t;4 at SG"o.c. r14 at 56"o.c. ff4 at 48'o.c. values for uplift loads tions 3,2.1.7 and 3 2.2.3. panel field nailing 866-2005 6 #4 at 56"o.c ff4 at 4U"o.c #4 at 32"o.c Douglas Fir-Larch,Southam Pine,tee Spruce-Pine-Fir). 1For#3 Grade ' fi belated anchor bo] s arc For other wall _ j L' DRAWN BY- 9 7 44 at 56''o.c. 45 al 48''o.c. #26 at 48'o.c. lumber,spans shalt be multiplied by 0,75, _a-":-<-, . „ `i,� .. 4' Perimeter Zone 8 #i4 at 32"ox ##G at 4R''n.e. #4 at 16'ox. 2 shea:hing types the ivided by the approp "a n Table 3.1717,but in no a _W."' , . Tabtdated spans assume 24F combination ghiltim, cage shall anchor t a panel edge nailing � CMA 9 45 at 40"o.c. I#6 at 40"me. #?at 40'ac. _� 3 - / - Ill Fur S.: 1 inch=2--4 mm,I few-304,8 mm. Tabulated spans assume headers supporting single span ffloor Joists. a For tltrce second :. 1 ;.. „ n v For headers supporting continuous two span Door joists ttahulated r� ph,will a tabulated lateral value ft an 262 pit lateral connections �- '�_ - ., R 1/4" = 1 -0 _ ._• < u.Mortar shall be Type M of S and mmor.ry shall be laid in nutn:nk bond. shall be determi --5. ,. A_,.-. Spans shall be multiplied by 4.89. ;, r"''.. : DAV -- 4 rei:tforcin- leer sins and cin s having an r uivalent�oss-secttnnat area ofreinfoNcmcnt r lineal foot of wall shall be et'nunod rovtred the lE,eSfer.,-fll-. 06-20-05 s + R B' 4 Ix P P -. spacivg ofthe reinforcement docs not exceed 72 inches. 4 The Bomber of jack studs requiW at each end of the heaider shall be - " n y•. 7' x: fit$ or : I determined ftnm Table 3.240, '' = . z'° .- REVISIONS: u-Vertical reinforcement!hall be Grade 60 minimum.The dislrncc fmm the face ofthe so;l side of the wall.to the center ofvettical minfum ment'hal`be at least ':- �- ` �+h ' , , ,:,. t• ' s f � ;_.t• 6;5 rncnes. a v tif d.Suil clusses arc to accordance with tltc Unified Snit Class:ficat,on System.RG,cr to Table R405.1. • r„"s t,�r i.. S.Y. ' , Y aft " e-Jnbulancedbeckf1:hei ht is thediffereuccinhc: toftbeexteriormidintarturfrnish ground twncreredahis provided. Table 3 246 Header Spans for Interior Loadbearing Walls ;{ Itegt,,rea �f { 3. �_:, � arc'* i' "14z B kh lir P' ■ i - v x t_'--~ 2 } - backti,l heig t:shall he measured from tin cxtemor finish ground level to the top of the interior concre a slab, H to ek In g r x eve j 4 iFa F M In i pia k . �, (Supporting Two Center Bearing Floors) - �� �, 1 1 .of�;a�'. '.i• •� .S 't - -� - -� .. jlt `f f, '�` !° #, "rri i . },- -� ?'krI Kra V.t 1)cad Losd As>3trmptitrns: RtwflCeiling Assembly DL Q 10 I psf , *t*„Qz 41 . 1 � { N., ,'r tri,-, ti Ci al�1E$1pdRtt;1! '� rk 4 xa�- *�fi t3mTdmti Width(ft)) T ' 4 , . �*1�Z 1 4�3, `3�.f r+x*t' ' 12 24 36 - Muitmutn Headaf(}irda Spans for :' •r; a x 11_. F tY h t' ,' CamataaLumboS eeieu13' �: t„}- [icadcn Supporting Size (IL-111.) (ft.-is) (R-in. s. .'. -a'�_- Cm Floor Only 2-2x4 2•IU 2.1 1-B µ ;, (Center Bearing) 2-2x6 4.2 3-1 2-6 .1' 1 : ..I - 2-2x8 5.4 3 11 3-3 2-2x10 6-6 4-9 3-11 2-2xt2 7-6 5-6 4-7 1 11 3-2x8 6-8 4-10 4-0 3-2x10 8-1 6-0 4-11 -- 3-2x12 9-5 6-11 5.9 Table A-3.2C Sill or Bottom Plate to Foundation Connections (Anchor Bolts) 4-2x8 1-E 5.8 4-8 Resisting Uplift Loads from Wind - Exposure C 4-2x10 9.4 6.10 5-9 4.2x12 I0.10 8-0 6- (Prescriptive Alternative to Table 3,2) Maximtrc HeatdarrCirdor Sprouts for Glued mated Beatns�'' Size (R .) (!t-Be (8-'ia) Three Second Gust Wind 85 90 100 110 120 130 140 ISD S ed(mph) 3x5.5U0 5.4 W 3-3 2-6 Bottom Plate to Foundation Anchor t.t 3x6.875 6-..8.__ 4-1 3-2 Bolt Connection Resistin Foundation Supporting Maximum Anchor Bolt Spading(tnJ ��' 3x8.250 8- 4- 1i 3-to &'Fad Zones SHEATHING NOTES: WIND-BOURNE DEBRIS ANALYSIS 3x9.625 9-4 5-9 4-5 1-3 29 23 22 20 16 ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE Design Is to be as follows: Uplift Loads Zones NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ,. Roof raSterconnactionsfrom reRerto 3111.000 10-8 6-7 S-t 29 26 23 21 3x12.375 12 0 7-s s-9 ASSOCIATION(AF & PA) WOOD FRAME CONSTRUCTION MANUAL ridge and rafter toplate tobe20gage 3x13.750 13-4 9-3 6-4 1 Prescriptive limits are based o 3x15.125 14-9 9-1 7.0 When anchor bolts are coed the lesser of the tahulated (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC strapping with a minimum of six(8)ed 3x16.500 16-0 9-10 7-7 values for lift toads Dos 3.21.7 and 3.2,2.3. HIGH WAND EDITION. nails 2. Roof sheathing in be 112 Inch at 18 Inch rafter spacing-nalling as required for 3x1',.875 a 10-8 8-3 basic nailing and!hear requirements (1) SHEATHING TO BE NAILED TO CCA SILL 3. Wags-8foot high-2 x4 at18'on (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM center or 9 foot to 10 foot high use 3x19.250 o 11-6 - 2 x 8 at 18'on center 3x2o.62s 12-4 9-6 (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES 4. 2xt6af-1wostorywallstobeenginetared 3x22.1100 0• 13.2 10-2 3,23.375 o 14.0 10-9 (4) SHEATHING TO BE NAILED TO TOP PLATE design as required '1x24.750 n 14-10 11-5 This bulldlrg has been designed as a partially 5x5,500 6.10 4-10 3-7 NOTE: enclosed structure as deltned by the New York State Building Code.The glazing Is not required 5x6.875 8-7 6.1 4-6 ALL SUPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO to be Impact resistant to wind-boumedebris. 5x9.625 12-0 E-b 6-4 HAVE AA CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED sxII.DW 13-E 9-9 7.3 AMOUN'IT CALCULATED FOR EACH CASE. 5x12.373 13-S 11-0 8-2 5115.115 a t3-5 10-0 NOTE: 5x16.500 o 5.1 10-10 PROVIDDE SOLED BLOCKING IN ALL FLOOR JOISTS AND RAFTERS AS SXI192 9 a I5.10 11-9 REQUIRRED BY THE BUILDING CODE OF THE STATE OF NEW YORK, 'x19250 n ° 12-9 AND THEE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) Sx2a.62s r, G 13-7 WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO e maximum allowable hWff,'girda span exceeds 16 fleet,spans an FAMILY' titnitedto t6 feet- FAMILY' DWELLINGS, 2001 SBC HIGH WIND EDITION. Tabulated spans are bated 1x0#2 Grade Hem-Fir,asst!an applicable DRAWING TiTLE to specie,with equal or greater IFI,and C from the Suppplemew(i,e,, NOTE: Douglas Fir-Larch,3otdbernPiae,orSprueo-Pine-Fbir), For 03 EAST EEND DESIGN ASSOCIATES, LLC. AND ITS ASSOCIATED ENGINEER HAVE FOUNDATION Cvrede lumber,space&H be multipr-d by 0.75. NOT BBEEN RETAINED TO INSURE PROPER INSTALLATION OF ANY Tabulated Rpamassume24Fcombination Oulam. MATERRIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE. 3 Tabulated spans sesame headers supporting single sp8tan floor joists. NAILING ForheadensupportitgContinuous two span 0oorjoigststabulated ALL WOOF SHEATHING IS TO BE FASTENED AND INSTALLED TO MEET spansshall rofjtrlkftiby mire OR EX(CEED ALL REQUIREMENTS OF THE BUILDING CODE OF NEW YORK STATE, SCi�IEDULE The ducdfrom kshalsrequiredateachendofWeehet►derahallbe AND TFHE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) decerrnined fromT•t,t.�?4 - - WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY & DWELLINGS, 2001 SBC HIGH WIND EDITION. ALL PLYWOOD SHEATHING IS TO STAGGER FLOOR JOISTS AND TOP PLATE TO NOTES GABLE STUDS (SEE LAYOUT). SHEET NUMBER: ALL PLYWOOD IS TO BE NAILED TO TOP PLATES UNDER RAFTER TAILS. . GN 3 ALL TABLES ARE FROM 7THE AMERICAN FOREST & PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND YWO FAMILY DWELLINGS 2001 EDITION (PRESCRIPTIVE DESIGN) SEAL• Table A-3.17A SegEnented Shearwall Ends►all Sheathing Length Requirements #or ,���"Eco�'o :: Table A-3.8 Window Sill Plate Connection Requirements for Wind - Exposure C Table A-3.12A Roof Sheathin Re uirements for Wind Leads - Exposure C DEE R ,, Table A-3.4C Rake Overhang Autlooker uplift Connection Requirements - g R Table 3.239 Reduced Fttlt Height Stud Requtretttents for Readers or Window Sill g�,� R'�os� Exposure C - Wind - Exposure C -- Igoe Sccoad aaust (Wind PerpeWlcular to Ridge) __ �_ Plates in Exterior Walls Resisting Wind Loads - Exposure B & C �; Wind Speed(ratph) 8S 90 100 110 t20 130 140 150 Three Second Gust Wind Speed(mph) 85 90 100 11U 120 13U 14U 150 r- '; Three Second Gust W ind 120 130 140 l SU Window Sd Span Required Lateral Capaeiry of Canneetion at Each End of Three Second Gust Wind S b 8s 90 100 l l0 120 130 140 150 Distance from Tup Plate Down to Header(a)or Distance from Bottom Plate Up to Window'Sill Plate(b)to 65 i (°� ) Wall Hei t xrh,where x is the er of a orb ->01:- Speed(mph) SS 90 100 l 1 U Jih ( ) 1ar8 (ft•) Window Sill Plate lbs. t` STRUCTURAL SHEATHING Building Sidewall Minimum Length of Full Height Sheathing 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 10d v U lit'.CDnnection Loads(lbs. tat-,+ Shear Wall Line Beneath 1.2J ,t b P putlooker Spacing final 2 110 123 152 184 2t9 257 298 342 (ton dimension actress 3 or more su ntt4t . Len ,L fG oB Buildtn Emdwat! W ft. Wall Stud Header S an f1. 1 AOFEscstQ pang( ) P ( ) Number of Full Hei t Stud R ed at Fach End of the Header -,,•.,, �-_a � T2 254 291 359 434 517 606 703 80• 4 219 246 304 367 437 513 595 683 Raften'Truss Spacing Roof&Ceiling 12 1.6- _ 2.2 2.6 3.1 3.7 4.2 4.9 S to Sh 16 346 387 478 579 689 808 937 10761 6 329 770 893 1025 Minimum Faael Thickness{in) �M t R -4 X455 �e (inches,o.e.) 24 518 S$t T1?.'_ 868^ . .:'..1033` 1212+ 1406; 16'4' 8 ?� ; ' 12 4. 5.7 6.. 2 2 l 1 k 2 1 1 1 1 t 1 1 1 1 1 1 :' 2,. r1t90 11366 ��, 42 9 s 4 1 1 2 2 2 2 2 r lift tion loads assutme p.buil lost in B1cJiasntRC -. 1 � a� µ 7 Sf X4$8 1708 318 3,8 3/B 3/8 Tabulatedoutlooke up connec _< ?!$. .., ;•,..,.. i' et tabulated values i4'a �,� t " `;1.g y l6 ' ff -S•2 6.1 7.1 8 1 t over s`-pot b. an s less thnn 2 .e 1 +, 3!8 3/8 3/8 6 1 2 tin toads are based o-Z foo hang , Yew 8 ofi _3 1_,�, S :294 w fi- ' 2 3 3 Tabulated outltwker uplift conaec o _ 3 3 3 2 2 1 `lr t i'- `' 3 �� -_ 7.3 8.5 9; 12 8 1 2 3 4 4 4 4 4 3 2 1 4, :z, - - �YW: _ s 0 - 19.2 7/16 7/16 15/32 �,,. 1,.w .,x 10 1 2 4 5 5 S S S 4 2 1 shalt be rtaimd o be myld lied by-[(2'f QHy4`L YfQI{ !P, -� ,; � x pe I P ..,�, S. .,, �._ �.. ,.: t " 4 "� :x:$, r' ,;3'°° 8.5 9.9 11.4 "*, ,•✓ c rw.. v q •• _ /32 I S 2 h, zrf t �tf .a' . t,-, 12 s - ... 3 ofTaIfe 2<4''Tsbulated ft_l-as"alis rmltted to be multiplied b, 0 6_ 24 2 IS /3 For overhan kiwed W Zone 2,per the figure ria a :$3 9.8 1 1 3 13.0 l4 6 6 '.r•• Ham: .�t'- 1 6 4 fi ,. , • - 1 ,,, w x -" 1 3 4 6 b 4 3 1 �„ r f fi �., .,._ _ ,.=:. .: •:a :, %k i , t ►' . :�, 3 S 6 7 7 7 b 5 3 1 + "be' ted t4 20 inchese '..Z`X:;i- � - � _' , �- � b 3,' a _ Outlooker le.gM shall - .ti171 - g_,_ x• = � �� �, I PIN+ I ' +°"� ' -� �,�3 t Is' x t A:7 5.3 63,: ,4' 4,� 11.0 !2.7 t=.6 16 1 3 6 7 8 8 8 7 6 3 1 8,}?'„-a. .' 2'• 1' - •s•, .r;! `t' +zY. „K,tr.a.,,., - �3•. !S7 F .. - - C'�` a K �',,�z�"`; s r'/,w• #�.o� `^"''' ',.- `ti�' iE.t; -.,�'„`� i •':��i k ,Y;F '�1, I ibe'• +'R - n'-*�-,"y.J',rix•._,uis,;* �;, t++ ..w.:- •, .,,.. .!' 'S t ,r,•x. ,. --,,I „,r.l4z - , '` F :, r..s . ., .:' , 2 1 1 1 1 1 1 1 1 1 .. (fi`g's �,_ _ , .,J °r} rs� a, ��: acs / _.f, ,;40 ,;; 5.2 S.8 7.2 8?. ItO.4 12.2 142 16._ 1 1 ., '* • ,"' :« �;-,...�;x3 r,�,"* '.�- loads assume a buildin I .... d tB,� tom. dia �� ti� . f� .,A.,,+� �.: 4 2 2_ 2 1 1 4 Baca Na,1i 3;pachtg - - '" 2 er e o 2. f:= Rt'Z'.Z.6.5 .k ;W, r -, '.. w t �'t�>, : :mob -__ .a.�' ,� #,F•r. - _ Connection p S 4 , _ :;� �,. , T yc_ \ 1 Lt .•' _ '' �V t - - \, ,�a. 1 1 1 2 2 1 «a r4 <` F4, �.�,�� �,` F�„� Rafter? `�:'t: ' _3 , .' .A , 6.5 7.3 9.0 xQ9 _ 13.0` 15.3 t7.1 20.3 6 1 2 2 3 3 3 2 2 1 1 3' 4 Pe mteter"Ztiite - 3 3 Minimum �►' �.- k��'« _ B 1 2 2 3 3 3 2 2 1 Eine ` ' - _, I c.�.., - � �� ` �� r � w �`� �,��' 7.8 8.6 10.8 13.1 15.6 18.3 21.2 24.4 16 panel field nailing �, 's �� =- '`:. :� ,�� 10 1 2 3 4 4 4 4 4 3 2 1 ' t s ,.1. 5iR 5/R 518 / 518 5/8 5/8 9.1 10.2 12.6 15.3 18.2 21.4 24.8 28.4 12 1 2 3 4 S S 5 4 3 2 1 • L 4 Perimeter Zone ' - - 2. 14 ] 2 4 S 6 6 6 5 4 2 1 a- i; .' � anel ed a neilin � � 8 Sib 5/8 314 3:4 3/4 - - 10.4 11.7 14.4 173 20.8 24.4 28.3 3 5 p Y g _` !4 314 3/4 3h1 Roof,Ceilin '` 16 1 3 4 6 6 6 6 6 . 4 3 1 g.A � 6.1 6.9 8.5 102 12.2 14.3 16.6 19.0 2 UJ • 2 ., - - - - - - - - tet ; 1 l 1 1 1 1 l 1 1 l 1 ., ' 7.3 8.2 10.2 12.3 14.6 17.2 19.9 22.8 4 1 1 1 1 1 1 I L 1 1 1 " Lesser or M ';�� � 'k 0 2 , _ o �r 6 1 I 1 -2- 2 2 2: 2 1 1 1 ^` ' _ �' , 8.6 9.6 11.8 14.3 19.5 22.9 26 5 30.5 f 8 �� 24 8 1 1 2 2 2 2 . 2 2 2 1 1 s • ; ft tri �,�" t°{ 9.8 11.0 13.5 ,;#44g, i" c -":;»,/2'or �- J `r' „--,•~�`�,; � 'x „ ,,r 'h-• 10 1 1 2 3 3 3 3 r''. . + M F. � ' ,' -r s; _ t,-t r'i . •� f,.£ r -r• 3 3 2 2 1 11 ix « x • t �, , �, h 11.0 12.3 15.2 t' ,9 1 2 2 3 3 3 .. . -,� 3.� 3'._�+.•:, 4, a „38,4^ ZI 25.7 29.9 34.3 l2 r, - '�i_ . r�.a z __ :•C" ^"�''.i•' fie. �r i�., �1�.y-,t5� �� " - :,�,t'S,�y,y"r >"+.,n.t .-aid"•-' .r' ,iG•.,'S. 1. i4 3:`r" F. <-�z t _ t- 402 12.2 13.7 16.9 . :; ._ "t ,; mss.;" 1 2 3 3 4 4 _- ---* k, n x ;.,•' vy.,,_ i s ,,,�.. .� . 20.Sx 24.4 . 28.6 33_� 38 1 16 4 3 3 2 1 t F J j c�M: :a ;: ,- .� 1 2 3 4 a 4 4 ;rt' _ S .f ,gam,e. --. *+�-1 ,,.� ;7" •.+r. '�. �'� '�. 0",-!t•. �y a. ;_ .,." ' q8- 4 3 2 1 * f,. .� =�t. .�', ,�. 5.3 17.1 2 4 47 Re alts , rx d: Ai+. e :: . ; - S.. n 9 c,- -- r -,• Thc;ca ci of the w n .n • r' 1.2 ..; 25 6`" 30. 35.8 1.S 6 oke : �ti ;. t -'"�. ,w >„? : _ connection f '14 in i tat x talo s = K; _. �. :>. 0 � , rFr r ,_ l.. pa ty o the tip or bottom plate to each fi111 height slid shall be equal to the unit lateral load(w}given on Table 3.5 Klockln -a. �.t .: t 19, _ t,', w r *k t s } g`: may. r .', .; �, L • _F• :42.9 49.8 57 1 timers half of the headers as divided by the 'l''. a }:"i.; ,:e . X1T'^' Ser,Yr �'TS�: i1 yri'�:t.T•:'• tl'.�r•�}r •Fra .:f;.^• �• : -, - ;„ �, µ t 3: Qa?; `36.6 P (L!1) tgtured ntunber of full height studs(NEED aelocfied from 3.23D. a,'. -. 1 w ,h ��.5 = _t S..r cj-;yr eL u' -!^.-- t..,.�r-•: ,h .ty,.y�.[.�... ''�` "•y,•.r,;••`` >i,�'�a,•' -;iy r- ,� - .Y rt„i. qy� -1�,i'9'.:T�4:'t FY 4 F.•J:,,.Ty !.n .. Yui Vis..- r• .{, �f. 4 �` 'F �' 4 �'• ottorn Plate to - Each u :t.�< k, a. F 11 Hei •'F`•= �.- 'F z.. rat. v t Y �='.•�' ` � � stud nn •,��""' 7' � '�. Co esti •S 1, .,,, t'- :f"" a, 'it. 0.. ;F .ti..�. ,A %�R: +' T,_ \��/' - .•. 0 t` x•35. 2.6r 50.1 58.1 666 r 4 4.'a: � -. y t. 9 Q ,'"' n ;: : las - ,. �,. t . {,.. g S �r : t 5't x R-.•" }.i." ti"' : :t'y '-i 4'� �y�, iY.�i0. �'eL;� K _,ya -.1^.- c.. -y_ .��' , r ]. .W-.•try'.• -.i' Y1 :'}.a.. fi't, _ .r".�t. ''F' '-ail'_pt. .,, " Y.�q `..."e,. z . s j Gable Endwall `..�•'• ;qct"« .r-•e.{�'1'+;`v4� P4'i ,".7 •i- w, r •„ n �1 ,..�#.T-,,r'r,� -r' %t'- &' 1 : :'• ' „I£Q.' 4�. _ 1. ttB.T 57.2 66.3 76.E Y . , _ .F` `tar it w r ',,', ; �.. ' ';� ''"" 1.'a`l j_gtt*"`' •4[`?: r, :€,,:..>?-?r. l-r�,L'I r;,r t{�t,:� ;g;•{�� -. T fl'•i -c•,, tom. _ -.«'-,,"+ 1 .Y' .F c:.� - `i, �. ';4r, ,.5:. �,^�'F ," '_„' r-:i" ,Su. �;:. <"* `3 4,�y, "•-.iY" .��i•7,'-r; •'fit `f:x.*' '�+5�•• - Aa, :'{•• 4!, .'!'� �k a'.,Prr.•s'•:.•11'r7°V" .S `�;:ftn.•,W- S� r , 0 ;.,s _ ;e° `'` _ Roof,Ceilin Floors '=; -, _-' E , :s 8 36.5 4 .9 r - 28 226 6 315 . ., `i?.ti' 4-.- ,T - Q?r:,..:.F +{T. � z,: - _ t - rs• ...a EC` a4, a. s �3. �.5 f�^f;; _�..-.w_ ..n s,:.. r- _ J-c ••'"�'ati,<,_{ `r,?-` `;<" .rd'_ ii + ."X .r...'`- "�r - �. �, -'sem, � '.'r-;g14'f- all,'}�. .'i`•eJS'a".At;'.e•¢ .'' '-P. .a ;a- 'aj, #! -'�K'� ,,I 'Y 3 4.a�" �, _ i s O �. '�.: ., t+""' „' s . �5 4' 32 i'3:." � >X1,3 � 2f3. x238.- 30.7 36.0 41.8 47.9 ������ 4_e, .� �' :,k_. -•� I �. •' , f? .�,=k&' ` w ,,�-::,. - ' .. '� , '. ,: �._ Dotfi le Top Plate 'S .l«l `I .CR_ f .:i.t! .'•T•G.,,�*yv"�'i^•!•.r. y. , eb`� •' iy.'•�, -`- ����y� �. ` t t-2 �z { � � - - 36 17.131:_ i9.4.. - 1 :0' 29.0 34.5 40.5 47.0 53.9 _ _ ` 40 19.2 21.6 26.6 32.2 38.3 45.0 52.2 59.9 1 _1 __ 50 24.0 27.0 33.3 40.3 47.9 56.3 65.2 74.9 I-� z Table A-3.5A Top and Bottom Plate to Stud Lateral Connections for Wind Loads - Table 3.9A Rafter/Ceillnig Joist Heel Joint Connection Requirements Exposure C _-_ (Prescriptive Altem2ative to Table 3.9) `' �� bo 28.9 32.4 39.9 46.3 57.5 67.8 78.3 89.9 Meador `� 5 Table A-3.15 l�Pllinimum Attic Floor/Ceiling Length When Bracing Gable Endwall W / L 70 33.7 37.7 46.6 56.4 67.1 78.0 91.3 109.8 Full He h f-- (Prescrlptive Alterr7ative to Table 3 ) for Wlnd Loads - Exposure C ��� � Bo 38.s 93.1 53.3 64.4 76.7 90.0 104 4 119.x Stud � �\� Dead Load Assam tions:Roof Assembl DL=10 psf t Tabulated length requirements assume a building located in Exposure C. '��Jack Stud W O Rooff Live Load Ground Snow Load - 2 Tabulated sheathing lengths are based on 8 foot wall heights.For other wall heights,H,the tabulated sheathing lengths shall he W Indo w Three Second Gust Wind Speed(mph) R5 90 100 110 120 130 140 150 20 psf 30 psf 50 psf 70 psf Three Second Gust Wind Speed multiplied by W8. $111 plate h 85 90 IOU 110 120 130 140 150 - Tahulated sheathing lengths assume walls are sheathed as specified in Section 3.4.4.2. For other sheathing materials the tabulated U Requited Number of)6d Common Nails or 40d Rax Nails per Stud to Plate Connection Roof Span(ft.) (mph) Stud Spacing(in.) Vi'all Height(ft.) 1 ,,3 lengths shall be multiplied by the appropriate sheathinit type adiustmcnt factor in Table 3.t7D. �'�' 12 24 36 12 24 36 12 24 36 12 24 36 Assemblies Roof Pitch Roof Span(ft.) Lestgth of Cciling Dimphragm(ft.)1'�+ Minimum length of full height sheathing shall not be less than the minimum required to satisfy the maximum shcarwall segment 1 R =:.h"= 1 6:`' 1-:;• 1 2 2 2 (measured perpendiculaar to gable endwall) aspect ratio limitation in Table 3.17D. Q U , .. : , .• : R 4- :.;•::; �. .. ., - Rafter Spacing 1 i tion 2 2'+a's s Total roofs an shall not exceed 36 feet based on 3.1.3.4e. Endwall widths to 80 fed are shown for use with the inscribed 10 ,l x > 1 i , :1 `: 2 - 2 2 3 Rafter Slope Required Number of 16d Common or 40d Box Nails per Hee Jo rat Connec Swctural Sheathing 4 4 4 4 4 a S S P up _ 3 .2 3 (in.) 1.12 - - -- _ -_ _ _ _ - - - 12 b -3 12 24..;,; $_ 8 8 R 8 8 9 10 buildinRprovisitans of 3.1.3.3c. _ ]2 era l 1 k :1 ' 2 • 2 2 ? An:c Floor or Ceiling Diaphragm Bracing 2 1 12 4 16 Table A-3.20A h+la3t�iinslfn Ext®riot LOadbsarin ind Non-Lo+adbe- rin 'Stud Len ills w -1:•.= ?" 12 4 7 10 4 8 12 6 11 17 8 15 22 ..�t 12 <wa"j a , ,' 2*',i` ti ,�2f{3y 2 '3 ? 3 y° :,, g ; : 'x.• ,a=1.,,,11 �•..... a Gable Endwall -['_� `+ L12 v� � � r � 4' 4 4 4 4 5 5 : . . u,. �. I . •: •„�� <._ 411 'fti ,, .;,:j� -.:.'- I6 5 9 13 s 10 is B is z2 10 20 29 �r=:, �, }V ` ..,. for Common Lumber S ecies Resistin interior Zone Wind Loads - Bottom Fiate- ".` kk;_. :-, �, _I ;:'a *t, �,r., + 2.� a 2 Z: §x - 3 4 i (Wine Parallel to Ridge} �,4�12•:;..,... :� 24^�.:t :.$: 8 8 8 8 t3 9 tU i3 �� S$ x 2 3:12 _ � , 1�: SF . _,.,.-- ` ; 19.2 6 11 16 6 12 18 9 18 27 12 24 35 J " x �� 13 1 17 Exposure C (Cont. �` g ,t '� r % - l: - , z.l ,,, ter. 4 a 5 5 � � �,. -M t , 24 7 13 19 B 15 23 ]l 22 33 1s 29 44t-• - . Titbits Area of ,, - y� a s rY " `_ _ ~i k $j 8 s l0 11 (Fully Sheathed with a Minimum Sheathing Materi011)• } u e � 1z , 3 6 9 S 9 13 6 11 17 x v w 4*, �3 �_� i 1 ;.r, , .� • . 'tr 2 .i " ' 3 12 3 s s C@fling Diaphragm tip �, t p; , t 13 16 4 7 10 4 f 8 t � ,; . ,� r,t ::x. rl it. 8 I2 6 l l 17 8 15 22 � h`, y .�T b _ "I x r��- �};s 4 4 5 5 tee st t tnP I 130 140 150 = t�+•' `� +`�:;`4 _ t 2 2 r 2' 3^ `-3.. 4 4:12 _ *+�' $.. $ 9 1 Spacin 2x4 2x6 2xt 294 296 Zai 294 6 ' 't 'i y F; a tr � ' � `' 19.2 4 8 12 5 9 14 7 14 20 9 18 27 i ;t,,. •'� s x ;.< : , - 0 1 l srwt t �� C� 2x 2:t �K,?° _ .f ,, ] 2 2 3 ,Y "3' 4 4 �, lea M� ;< _ se (m.) Maalmum AAowsbk Stdd L eri th !4-m.)' 2x4 2x6 2xt '� .r_ i ^: '` 24 S 10 1 S 6 12 17 9 17 25 11 22 33 •.: a= 4 5 b ; � �r"1'1 2 2 2 3Y 3 1 S .� r• f,� 12 4 4 i ,',' 4. ., Douglas Fu-Latah ss - t -6 t t 1.6 It•S f 10•i t 17.6 t 10- I t 16 :. � ,;R? � rl 12 3 4 6 3 S 7 4 7 10 5 9 14 ' ' ';ti 24 8 tr 8 . $ ' 8 9 10 12 txttgt�FQ-t�eh NI Il.t It•! t t to-6 is-II t !-lo t4.9 t9-t ?' `n� ._ .. `_2 2 2 3 3 4 4 5 ! T`; .- ,_"cos ;� ., t `p -` 15 7 2U Douglas Fit-[Kh N2 t1•S I7-9 0 15.0 19-5 9.4 14.0 18.0 "f> ,18th 2 2 2 i 4 4 5 6 5•t? 16 3 6 8 3 6 9 5 9 14 6 12 18 4 - t -� x �. .- a 4 ,hra•+�"` 12 4 4 4 4 4 5 6 Douglas Fit-Larch NVIAW i-10 ! 1 t-3 14.6 10.6 l•6 r .51Tt., �.s x _r._ � .-.a*,•..� y• '�'-y .:.i u Fir• if x 5 �, c, 19.2 4 7 10 4 8 11 6 11 16 7 14 21 'Ili, . • 24 8 8 8 8 8 9 11 12 ' 'ase s•�,eh•.` • ._'�'Z(j -h,. >a'z'' `='2 2 3 3 4 5 6 .�.l s`-�-s ' .'w �C -#`c --" A Hem-Fn Ss tt- t 9-9 ts•a t ,r. N 2 3 3 4 4 24 4 8 12 S 9 14 7 ]4 20 9 18 27 4� r �v 5 . �.s� '•• g - 4:.Y, 1 1 2 -� l2 4 4 4 4 4 S 6 Hem-Fir Nt 8.10 9.0 13.7 17.5 2 �"' ` 9._12' 24 8 8 8 8 IU 11 13 Hem Fir NI t 9-7 14.7 18-9 , G 1 °2 3 3 4 5 5 12 3 3 S 3 4 5 3 5 8 4 T 10 ` r°", ��� -;. s} ` ..'=2 2 3 3 4 5 5 6 Hem-Fir N315 �t-2 - 10:2 13-2 t6 3 4 6 3 5 7 4 7 10 5 9 13 �� x. 8 4 �.'., * . „ . 7:12 � `� 12 4 4 4 4 4 5 15 E 12 Soathcrn Pine tan 10.2 16.4 t 9 �� "�4s,^'� ''" 7 19.2 3 5 7 3 6 8 4 8 12 S 10 15 29 , ,r„� � 1 31 , r -��::'.2 2 3 a 4 5 6 ,19:12 24 8 B 8 8 9 10 12 13 SouthcrnPint fo-0 tb-0 i t�����w 4 _� � ' 24 3 6 9 4 7 10 5 10 15 7 13 19 2 2 1 1 K 20 2 3 Southern Pine 10 I7-4 - 9.9 15.8 1 tl e rr )k raft E '2 3 3 4 5 6 7 8 F l2 4 4 4 4 4 5 5 6 « 3;f �� '3;. i 4 4 5 4 4.<i 8 12 3 3 4 3 3 4 3 4 6 3 5 8 u� ' 1'12... 24 8 8 8 8 9 11 i� 14 Southern Pine 10.4 14•! li. t 9-o 12.0 i4-9 ,ya I$ " xl SouthemPine i•6 12-10 16-i I1-t) 14.3 to x ,.t prate. - t t 9.7 1S•4 t " k 16 3 3 S 3 4 5 3 5 8 4 7 10 " 12 4 14 4 ' 4 4 1S 6 6 s oUtheP;no-Fir t t0-4 I6-o t4-Io t 9•t 9.2 13.9 17-9 , :r,# 20a'� r 3 3 4 S 6 7 rr g: 9 9'12 S PiaeF'rt t l0-7 16-11 1 Prescripit'"',)amlts-aie1 1Cpa ltsiiiS.u► 1-ab:e3.5. a_fl *,�- 19.2 3 4 6 3 4 6 3 6 9 4 8 12 4k ;;,4 ;1�.. p"VC°' 1� 1 :' r � ..h 24 8 B $' g 9 I1 13 14 StxueePioo-Fv t i0-4 16-0 1 9-! 14-t0 19.1 9.2 t3.9 17.9 ' Tabulated * •.1 ;Y', �imectl041 Illi'i±menrs shti:l be pertnitttxl to be rliultipliedby-0,92.fot frauti.ng not titrated 24 3 5 7 3 5 8 4 8 11 5 10 15 '' '"" '' "`•' - _ •r �" ��'-' •'a"' 'a encs+ epe .t d t� } x' + ' .1$ r c Spruoe l'iao-Ftr t 16-a 7.11 1/-11 15-4 11.0 11.2 10.1 t 3.2 , ; . S Pine• i -. 4:' :H - �.:' r 6 .'$ 11 13 1_ within8fe .v; : .. �. ::r:• 12 3 3 3 3 3 3 3 3 S 3 4 6 x =� •a a- a•9 12 ? 1 . a` ,,'_ �: r, ,Y ,�.tr_. Ci sum '+icor"--' Dau as Fir- 10-4 I6-i 9-10 IS-10 t 4 3 t5 1 t 'r' .� t f •.��y .!� 4^ .RA' :dry..•i-'• - .- _ 1� � ,t r ... - 51t+r•.'�a,�,,.::�•.�'E+a�,"wntl�r.; ?E. ., ' is ...r;:,J;._. �F.•, ._e: ,w3i- 6,., --- " ! - _ i - ,) f s s L'_r °: ''t'- ;-� '4 3 a 'ar- I4 ' 24 10 1f '14� - ' :16 = 19;: 2. 26 3J DoualuFu t l-10 14.! t9-o 9-t 13•t 17-7 t•s 12-i t6-4 Tahulateclfraniiaglos`.tlasttmCRlittiloiaY[ocatCdinBXpoaute_ 16 3 4 3 3 4 3 4 6 3 S 8 CeilingDiaphrag� d�; ,. ,' �� ` -+-�*��_ 12:12 = .sy 6 41 4 i Doctglu Fu- 1!-7 9-3 lI-0 tt•0 t•7 t3-1 t 16-7 8-O 12.0 15-s Fi 19.2 3 3 4 3 3 5 3 S 7 3 b 9 Bracing Gable Entfwali ,- Y 12 1 . • ;r 'I `!. -•s .. .p o.- ` 12 5 r; '?' "?. i l0 15 Dauglu Fit- !4-i IO-s 13.6 9-i 12-s 9.0 11-7 i ,rr: ^:r. 1:.ss -. a `-a , �- ,,: c " 4,. ..r J,- r '.x '' ¢ ,k b'' �t^. �, alt-`" c -;x i"`7y, }, '[ k `', y 1. 20" 2a 2, .!1 - y 24 3 4 S 3 4 6 3 6 9 4 8 11 (Wind Parallel to Ridge) . „�; F,,.s _ .i �' r•�' ,k�24 'y x.10.'., .14' ?. i" ,- a B � vel.--%-,-,t , ._.iy•�? z P:3a- t' r rf ter' t •i !•3 t -1I t9•t1 i•IO 14.3 1t-t1 y n, a a_v �' lit t 8 44 Han Fri !-9 1S 4 :t a t �;ti'. �r Nailing requirements shall be permittied to be reduced 25%if nails are clinched. �•r ' Hem Fir t !-7 14.7 Ii-9 9-0 is-s 17-4 t•4 t2.6 16.1 a...c. . s." x ." ;�..�,2 3' Y. f. '•. '�-11�"`' ria_ :r'l• •1?rri 't- uT,� r,�;'fj 7'._ 9 10 t2 14 1G I ' ;:. a of `a 't'' �'' 'fir �.-_ sin•,, Hem Pit 1!-0 !-0 it-i 17-s 12-6 16-t 11.7 !S-o O 2 Heel'Dint canrlections tiro not freed when the rid a is su rttd b a loadlxarin wall header or rid a beam deli ed to resist thea lied Tributary Ara ,. ^ ;r r x. ,t ' 15' 18 21 25 29 33 ;. a .,. . l 8 PPa Y 8 8 gra 1 . . . a_S:1L ��:= •X 4 4, •• -1Y x 14; V) PP Z Y 4 ,/', Hem•Ftr 14-4 10-2 1 12- I- <,, a. 13 l 8-9 1 7 r. - Ceilin DIa hra m _ - loads. g P g .�..• .. - • 3 . .`` i u '"'1� ''.I.! ; SEAL. NEW DE&S ..Q y 0 s U,!. 72�� y ' W Z LU ALL ROOFING, SHEATHING, ROOF VENTING, ETC. SHALL BE DONE IN ACCORDANCE WITH MANIUFACTURER'S SPECIFICATIONS (LUDAWICI ROOF TILE) 000 .00O 000�< '00 000 000 CO 000 000 UJ 000 Q W O Z ROUND COPPER GUTTERS WITH STRAPS (32" oc) I—S" HALF ROUND COPPER GUTTERS WITHI STRAPS (32' oc) WITH 3" DIA. LEADERS PIPED TO DRYWELLS WITH 3DIA LEAP'ERS PIPED TO DRYWELLS LV in 3" DIA LEADERS PIPED TO DRYWELLS '--3' DIA. LEADERS PIPED TO DRYWELLS V� WOA Aft -}� .L VIPF_ D OPEN PAVILIJN { OPEN PAVILION el. 38'-9 5/8" (finished floor) eli. 38'-9 5/8' (finished floor) 2' MASONRY FINISH COURSE MASONRY FINISH COURSE um0 i ME TO ORYWELL TOP OF GRADE AT PAVILION = el. 27.5' +/– (VARIES) I EAST ELEVATION- SOUTH ELEVATION- Z E A 0= 7$ GIFT T1 "U s • Q �R's o9 W 2:, R a u; OWNERSHIP AND USE OF DRAWINGS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of East End Design Associates, LLC. No part thereof shall be copied, disclosed to ROOF VENT AS REQUIRED (ON BACK ONLY) others or used in connection with any work or project other than for which they have been prepared without written consent of East End Design Associates, LLC. PROJECT No: EXHAUST HOOD VENT 866-2005 ALL ROOFING, SHEATHING, ROOF VENTING, ETC. SHALL BE DONE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS (LUDAWICI ROOF TILE) DRAWN BY: 00% 00 000 CMA ScxE: 1/4 = 1'-0" DAME: 06-20-05 RtvlsK>'Ns: 8' HALT ROUND COPPER GUTTERS WITH STRAPS (32' oc)—+ 6' HALF ROUND COPPER GUTTERS WITH STRAPS (32' oc)—+ WITH 3' DIA LEADERS PIPED TO DRYWELLS WITH 3 DIA LEADERS PIPED TO DRYWELLS 3' D44 LEIADERS PIPED TO DRYWELLS 3' DIA LEADERS PIPED TO DRYWELLS � N N 'r OPEN PAVILION t 4'-0" el. 36'-9 5/8' (finished floor) el. 36'-9 5/8' (finished floor) L --J 2' MASONRY FINISH COURSE 2' MASONRY FINISH COURSE I I ! TO DRYWELL TO DRYWELL I TO DRYWEIi i NOTES: OPEN STORAGE I WIND-BOURNE DEBRIS ANALYSIS I Design Is to be as follows: i 1. Roof rafter connections from refter to ridge and ratter to plate to be 20 gage TOP OF GRADE AT PAVILION el. . 27.5' +/– (VARIES) strapping with a minimum of six(6)8d TOP OF GRADE AT PAVILION el. 27.5' +/– (VARIES) nails 2. Roof sheathing to be M Inch at 16 Inch rafter spacing-nailing as required for basic nailing and shear requirements 3. Walls-8foothigh-2 x4 at10'on NORTH ELEVATION center or 9 foot a to foot high use WEST EILEVATION2 design at s r q center 4. Exterior two story walls to be engineered design as required This building has been designed as a partially enclosed structure as defined by the New York State Building Code.The glazing Is not required to be Impact resistant to wind-bourne debris. my" TfTLE: POOL PAVILION WIND-)-BOURNE DEBRIS ANALYSIS ELEVATIONS Desigrn is to be as follows: 1. Roof rafter connections from rafter to ridge and rafter to plate to be 20 gage strapping with a SHM N,,,,BIER: minimum of six (6) 8d nails 2. Roof sheathing to be 1/2 inch at 16 inch rafter spacing - nailing as required for basic nailing and shear requirements 3. Walls - 8 foot high - 2 x 4 at 16" on center or 9 foot to 10 foot high use 2 x 6 at 16" on center 4. Exterior two story walls to be engineered design as required 1 This building has been designed as a partially enclosed structure as defined by the New York State Bulldimg Code. The glazing is not required to be impact resistant to wind-bourne debris. | / SEAL- IT / | � Jb � BWJO O� ! CONNECTION - --- CABANA � ,"u,/uc nco*n FOR UPPER R—A-^''~ ^~L^ ' CONNECTION TO PO / W 36.3' BYK 30.0' FOUNDATION ISH 36.8") � 26'-0" 5 tBAR FOR I [POOL WR18 1h" CORRUGATED METAL DECKING ATIO CONNqECTION 6" CON — PUM VERIFY DIMENSIONS / | | ' / ---------� | / w/ #5 REBAR 6" 0c BOTH DIRECTIONS LO LO 6'-8- --j LO t2 Uj / C | WR18 1h" CORRUGATED METAL - �-------- / � | w/ #5 REBAR 6" oc BOTH DIRECTIONS co I 00 #5 REBAR FOR4__ 00 3A FO R SET IN V— LICK A!i POURED CONCRETE SLAB FEXCHANGER1 4- / -» / 11.-0 p/�x� #5 REBAR FOR | | CONNECTION / PATIO CONNECTION LLJ ! | | | ! . CURED COINCRETE FOOTING ---~ PROVIDE ALL REQUIRED CONDUITS FOR POOL EQUIPMENT Z Z Z (VERIFY SIZE & LOCATION WITH POOL CONTRACTOR) 6" 0 PROVIDE ADDITIONAL. . ~..~~... FOR SPRINKLER SYSTEM .~.,..OL, . ' / ELECTRIC LINES, WATER LINES, HEAT EXCHANGER / JANDY SYSTEM, 1: ^.. VOLTAGE~ CONTROL . SE..... . WIRING,.. i —28'-0" Z 0 FOUNDATION ANCHOR BOLT PLAN i FOUNDATION D PLAN- 10 ' | | 0 FILLET WELD 0 12"x12"xh" STEEL BASE PLATE LA 0 4"x4" STEEL BOX TUBE . - WALLS ` (4) 3/4!' ANCHOR BOLTS ' COLUMN BASE PLATE DETAIL 1_4 1 32 U 08 01 OWNERSHIP AND USE DRAMNG& These drawings and specifications Including the Ideas, design and arrangements represented thervin. are the property of East End Design Associates, U.C. No part thereof shall be copied. disclosed to Othwe or used In connection with any work or project other than for which they haw been Prepared without written consent of East End Design Amockfts, #3 STIRRUP 0 2'-0" oc WR18 1)2" CORRUGATED METAL DECKING U.C. W/ 4" POURED CONCRETE SLAB PROVIDE REBAKR FOR UPPER RETAINING WALL W/ #5 REBAR 6" 0C BOTH DIRECTIONS PROJ 866-2005 CONNECTION TrO POOL CABANA T.W. = 36.3' B.W. 30.0' #5 REBAR DMWN fff- FOUNDATION FINISH 36.8,) CMA 18" #5 REBAR ANGLED AT ALL CORNERS— NCRETE HEADERI ICONCRETE HE D:EI=CO'DNCRETE HE� (2 0 DOORS. 4 0 WINDOWS) DATE. POOL 4" SLAB PITCHED @ 1/8" PER FOOT 2 7/8 6" CONDUIT M T T 10 I PUM ' TYPICAL DOOR OPENING QUIT 6" CON ! CO�NCR:ETE HEADER | ` ' #5 REBARCN0 �:E: ' / L � / ^~ STIRRUP^^ `~ 2'-0" ~c--)| | K | IHEAT � ` EXCHANGER PROVIDE ALL REQUIRED CONDUITS FOR POOL EQUIPMENT Z Z Z Z (VERIFY SIZE & LOCATION WITH POOL CONTRACTOR) PROVIDE ADDITIONAL CONDUITS FOR SPRINKLER SYSTEM CONTROL, CD ELECTRIC LINES, WATER LINES, HEAT EXCHANGER JANDY SYSTEM, WIND-BOURNE DEBRIS ANALYSIS LOW VOLTAGE CONTROL & SECURITY WIRING. Design Is to be as follows: I- Roof rafter connections from rafter to ridge and rafter to plate to be 20 gage strapping with a minimum of six(6)8d nails 2. Roof sheathing to be 1/2 inch at 16 inch rafter spacing-nailing as required far basic nailing and shear requirements center or 0 fbot to 10 foot high use 4. Exterior two story wells to be engineered design as required This building has been designed as a partially TYPICAL CONC' FRETE HEADER DETAIL enclosed Structure as deflned by the New York State Building Code.The glazing is not required to be Impact resistant to wind-bourne debris. VERIFY LOCATION OF STRONG-TIE ROD SYSTEM (ROD MAY BE LOCATED IN MIDDLE OF KING ` ! FOUNDATION DIMENSION PLAN- I ' ! MIN. PLATE SPLICE ON WALLS PERPENDICULAR TO RIDGE IS 4 -off MIN. PLATE SPLICE ON WALLS PARALLEL TO RIDGE IS 5)-of$ MIN. OF DBL JACK AND DBL KING STUD ON ALL EXT. WINDOWS AND DOORS. ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATE,_.R THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. POOL PROVIDE SOLID BLOCKING IN ALL FLOOR JOISTS AND RAFTERS AS REQUIRED BY THE BUILDING CODE OF THE STATE OF NEW YORK, PAVILION AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCMI) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. FOUNDATION ALL INTERIOR HEADERS TO BE MIN. OF (2) 1j X 9�" LVL. UNLESS OTHERWISE NOTED. DETAILS ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & P)APER ASSOCIATION SHEET NUMBO: (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. ALL JACK STUDS & FULL HEIGHT KING STUDS SHALL BE IN ACCORDANCE WITH THE AMERICAN FOREST & PAFPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. EAST END DESIGN ASSOCIATES, LLC AND ITS ASSOCIATED ENGINEER HAVE NOT BEEN RETAINED TO INSURE PFROPER INSTALLATION OF ANY MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE. � � / SEAL• .t�w�NEIM rQ r .. CONCRETE HEADER i A �-. 07 = B �• RdL aS�Of O N, _ r 28'-0" I N 3'-9Ys" 10'-2Y2" 10'-232 3,-g)2' L4'-O CURVED WALL MARVIN MARVIN CAWN 2424 LEADER CAWN 2424 36" w x 483/4" OPERATING LEADER OPERATING RADIUS OPENING WINDOW WINDOW ''+. :.•,+:!% `'' ' �" s-•: ' 317 s `''*' L'• 4 . .. .A ti . CONCRETE HEADER ' :'*,,I., r. •�'• .+. ` 1 r CONCRETE HEADER CONCRETE HEADER 00cal A rr1 TOWEL 0��' F.\\ �� V TOWEL \ POI / '; D D CUSHION O _ R D '' CUSHION REF'\\ ' + __ & \ _ o CHANGING _ �� CHANGING rl "' I TOOL �- 54' BBD �` �\ ROOM 4 TOOL �- WITH RANGE HOOD STORAGE ROOM •� ;. STORAGE +• '� (PROVI�F�11CI1Nr REQ.) .% ej LINE OF CURVED WALL O r' - ,�o , s• ' LEADERI ifig 21� I Uj : ABOVE DOOR LEADER +p; k C3 13 0 I OPEN PAVILION Q OPEN PAVILION I I I '�� I I C Y I el. 36.8' 1 1 I I C , o I 1 � '16� 41 � 0 F I I I I I I-- - - - - - - - - - - - - -- - - - - -J I- - - - - - - - - - - - - - - - - -- - - -I i I - - - - - - - - - - - - I W a W I — — — Q - - - - - - - - - - - - - - - - - - 0 O O O o z T07 0 Ro� � w el. 36.8' el. 36.8' rn Q O 19'-0" 4 -6 L4'-6" ' � U a U B A - „ Z X91. s'-1o" 10" a� 22'-0" 3'-0" UM 28'-0" O g A FIRST FLOOR DIMENSION PLAN- 0 FIRST FLOOD PLAN � z c� - rj E E c n U x O ° m • 0 M °T iih� 4w OWNERSHIP AND USE OF DRAWINGS: B g A These drawings and specifications Including A the ideas, design and arrangements represented therein, are the pproperty of East End Design Associates, L1C. No part thereof shall be copied, disclosed to others or used In connection with any rn work or project other than for which they consent of East End Design Associates, o D LJ been prepared with en LU °arc N � 0 w-w �CE PROJECT NO:S 5 W p 7 xQ=W O�,'W1 C� z o rn 0o sQ o DRAWN BY: $6l7'�2 M70 CMA0a- SCALE. _ W zWQOvN JtWcCL 2 a WOW Wi° o DAZE: 36" w x 48:'4" �'x 24" x 24 window RADIUS OPENING 24" x 24" window 06-20-05 _ _ REVISIONS: Y/ j D oa Z D < y� 1 D I ��---1/2" x 8" ANCHOR BOLTS - 12' oc = (DRILL do EPDXY TO SLAB) 00 I �y- - - "N I v) L - - - - -f� - - J L / o L � Icy CDI (CONCRETE DESIGN INC.) ROUND TUSCAN COLUMN I z a L J I J CT8 - 7'-11" HIGH x 13" DIA. I `� OPEN PAVILION N I Im C C TUSCAN COLUMNS ARE MANUFACTURED AND SHIPPED IN I I o'- 16"x16" PLYWOOD SOFFIT C VERTICLE HALVES, WHICH ARE BONDED TO FORM THE COLUMN, C 0° I I VERIFY OPENING AND SUPPORT ® I I - COLUMNS ARE INSTALLED AROUND STRUCTURAL SUPPORTS. THREADED INSERTS ARE CAST INTO THE COLUMNS AND ARE wI I 1 0l N I WI REQUIREMENTS FOR SECURITY USED TO MECHANICALLY ATTACH THE COLUMN TO THE SUPPORTS. I I I N GATE TRACK SEE MANUFACTURERS RECOMMENDATIONS FOR ASSEMBLY AND BONDING. I L_ -- —— .- — — — — — — — - — — — — — -J I x I - - - - - - - - - - - - - - - - - I KFL. �1a�l � W1 x4� AM W1 x4 STOL-1--8�M /�� x40 STEEL REAM /' 4"x4" STEEL BOX TUBE w/ WALLS �_- TH B"x8"xX" STEEL PLATE AND 12"x12"x32" STEEL BASE PLATE - w/ (4) 3/4" x 18" ANCHOR BOLTS el. 36.8' el. 36.8 WI � 00 NOTES: N N Y WIND-BOURNE DEBRIS ANALYSIS 0 0w< Design is to be as follows: J?,z--FW-. Roof rafter connections m rafter to 'O o w o UJW1 ridge and rafter to tto be 20 gage x strapping with a minimum of six(8)8d 'n a A nails " w a: B A 2 herequirements 3. at 16 Inch rafter spacing-nailing as required for basic nailing and shear 3. Walls-8foot high-2 x4 at16'an center or 9 foot to 10 foot high use 2 x 6 at 18"on center H O R BOLT •PLAN PLAN 4. Exterior two story walls to be engineered FIRST FLOOR SLAB / ANCdesign as required FIRST FLOOR STRU %C.01TURAL PLAN This building has baen designed the a partiallyYork enclosed structure as defined by the New York State Building Code.The glazing Is not required to be Impact resistant to wind-boume debris. NOTE: VERIFY LOCATION OF STRONG-TIE ROD SYSTEM (ROD MAY BE LOCATED IN MIDDLE OF KING STUDS,) MIN. PLATE SPLICE ON WALLS PERPENDICULAR TO RIDGE IS 4'-0" MIN. PLATE SPLICE ON WALLS PARALLEL TO RIDGE IS 5 -0 19� DRAWING 71TtE: MIN. OF DBL JACK AND DBL KING STUD ON ALL EXT. WINDOWS AND DOORS. TO HAVE A CAPACITY EQUAL TO OR GRE/ATER THAN THE REQUIRED AMOUNT CALCULATED FOR . POOL EACH CASE ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER PAVILION PROVIDE SOLID BLOCKING IN ALL FLOOR JOISTS AND RAFTERS AS REQUIRED BY THE BUILDING CODE OF TFHE STATE OF NEW YORK, FIRST FLOOR AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MAWAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. DETAILS ALL INTERIOR HEADERS TO BE MIN. OF (2) 1j" x 94" LVL. UNLESS OTHERWISE NOTED. ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION SHEET NUMBER: (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 S133C HIGH WIND EDITION. ALL JACK STUDS & FULL HEIGHT KING STUDS SHALL BE IN ACCORDANCE WITH THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 S83C HIGH WIND EDITION. EAST END DESIGN ASSOCIATES, LLC AND ITS ASSOCIATED ENGINEER HAVE NOT BEEN RETAINED TO INSUREE PROPER INSTALLATION OF ANY MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE. SEAL• B A B A ALL ROOFING, SHEATHING, ROOF VENTING, ETC. SHALL BE DONE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS (LUDAWICI ROOF TILE) Uj 3" x 6" DECORATIVE RAFTER TAILS (MATCH HOUSE) — — — — — — — — — — — — — —— — — — — — — — —— — — — + >> — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — \ II LU W 110—is"oc +\\\\ / ��Q 200-16"dc RAFTERS RAFTERSLU < uj P it — — — .+ N 1� 2x10-16" oc RAFTERS 1 • x 11 LVL RIDGE 2x10-16" oc RAFTERS �� 11 L (y/A O Z 13 1""13 )I Il13,I �—{ IX W F— ry I I C U A,!C I I I I C D Q I I I I �b o I I I I I W I I I I N I I 3" x 6" DECORATIVE RAFTER TAILS (MATCH HOUSE) LL 0 i ROOF PLAN- ID STRUCTUAL ROOF PLAN will oil o � tu z � ^m U 0 o 0hR aw OWNERSHIP AND USE Or: DRAWINGS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of East End Design Associates. LLC No port thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they haus been prepared without wrttten consent of East End Design Associates. WC. PROJECT NO: 866-2005 DRAWN itY: CMA SCALE: 1/4" = 1'-0" DATE: 06-20-05 REIISIONS: , I NOTES: WIND-BOURNE DEBRIS ANALYSIS Design Is to be as follows: 1. Roof rafter connections from rafter to ridge and rafter to plate to be 20 gage strapping with a minimum of six(8)8d nails 2. Roof sheathing to be 1/2 Inch at 16 inch rafter spacing-nailing as required for basic nailing and shear requirements 3. Walls-8 foot high-2 x 4 at 16'on center or 8 foot to 10 foot high use 2 x 6 at 18"on center 4. Exterior two story waft to be engineered design as required This building has been designed as a partially enclosed structure as defined by the New York State Building Code.The glazing Is not required to be Impact resistant to wind-bourne debris. NOTE: VERIFY LOCATION OF STRONG—TIE ROD SYSTEM (ROD MAY BE LOCATED IN MIDDLE OF KING STUDS.) MIN. PLATE SPLICE ON WALLS PERPENDICULAR TO RIDGE IS 4'-0" MIN. PLATE SPLICE ON WALLS PARALLEL TO RIDGE IS 5'-0" DRAWnr1G mL,E: MIN. OF DBL JACK AND DBL KING STUD ON ALL EXT. WINDOWS AND DOORS. ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. POOL PAVILION PROVIDE SOLID BLOCKING IN ALL FLOOR JOISTS AND RAFTERS AS REQUIRED BY THE BUILDING CODE OF TFHE STATE OF NEW YORK, ROOF AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFiCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. DETAILS ALL INTERIOR HEADERS TO BE MIN. OF (2) 11j" x 9j" LVL. UNLESS OTHERWISE NOTED. ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST &: PAPER ASSOCIATION SHEET NUMBO: (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SB(C HIGH WIND EDITION. ALL JACK STUDS & FULL HEIGHT KING STUDS SHALL BE IN ACCORDANCE WITH THE AMERICAN FOREST & IPAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SB(C HIGH WIND EDITION. i1 EAST END DESIGN ASSOCIATES, LLC AND ITS ASSOCIATED ENGINEER HAVE NOT BEEN RETAINED TO INSURE. PROPER INSTALLATION OF ANY MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE. I i I SEAL: � p� NE►y� 0 g - t ALL ROOFING, SHEATHING, ROOF VENTING, ETC. SMALL BE DONE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS (LUDAWICI ROOF TILE) . 07 REFER TO DETAIL PG GN#2 (2) 2x8 HEADER BETWEEN RAFTERS REFER TO DETAILS PG 9 TECO TO 2x10 RAFTERS 1 INSURE PROPER AIR SPACE FOR VENTING \ / 200-16" oc RAFTERS 3/4" CDX EXTERIOR SHEATHING WEATHERWAT(CH / ICE AND WATER SHIELD (MOISTURE BARRIER) TILE ROOF= SYSTEM AS PER MANUFACTURERS SPECIFICATIONS 12 CONTINUOUS BLIND VENT BETWEEN RAFTER TAILS ku 1"x4" AGAINST HOUSE (-Y4") 7 ROOF PITCHI (VERIFY & MATCH EXISTING) 1"x2" BLOCKING - 12" oc INSECT SCREEN 1"x6" FREEZE BOARD 13" x 6" DECORATIVE RAFTER TAILS (MATCH HOUSE) 1" x 6" TONGUE & GROOVE BEADED SOFFIT (MATCH HOUSE) i Ile 2x10-16" oc COLLAR TIES (BOLTED TO RAFTERS) / \ /0 \ REFER TO DETAIL PG GN#2 REFER TO DETAILS PG 11 1" x 6" TONGUE & GROOVE BEADED SOFFIT (MATCH HOUSE) / N,IN \ i 5/8" x ANCHOF BOLTS - 24" oc O 16"06" PLYWOOD SOFFIT '- C VERIFY OPENING AND SUPPORT REQUIREMENTS FOR SECURITY GATE TRACK \ 5/8" x 12" ANCHOR BOLTS - 24" oc R Q W \ / Z I W12x40 STEEL I BEAM 0\ 6 HALF" ROUND COPPER GUTTERS WITH STRAPS � PLYWOOD & 2x4 SOFFIT WITFH 3" DIA. LEADERS PIPED TO DRYWELLS VERIFY OPENING AND SUPPORT (� REQUIREMENTS FOR LIGHT FIXTURES Q O (SPACE AS REQUIRED) W DRYVIT SYSTEM AS PER MANUFACTURERS SPECIFICATIONS TOP OF ARCH SET ® s'-o" A.F.F. OVER 1 1/2" INSULATION BOARD 5/8" x 12" ANCHOR BOLTS - 24" oc V OVER 1/2" WONDER BOARD �- LINE OF SOFFIT ABOVE GRILL AREA U cV ,A NGALVANIZED STEEL STUD BUILD OUT PROVIDE RANGE / BBQ HOOD / EXHAUST FA DUCTING LL 0 DRYVIT SYSTEM AS PER MANUFACTURERS SPECIFICATIONS _ I T r� CDI (CONCRETE DESIGN INC.) ROUND TUSCAN COLUMN o CT8 - 7'-11" HIGH x 13" DIA. 9 1/2" REWARD WALL SYSTEM - AS PER MANUFACTURERS SPECIFICATIONS iv I TUSCAN COLUMNS ARE MANUFACTURED AND SHIPPED IN _ (SEE DETAIL SHEETS) VERTICLE HALVES, WHICH ARE BONDED TO FORM THE COLUMN. COLUMNS ARE INSTALLED AROUND STRUCTURAL SUPPORTS. o THREADED INSERTS ARE CAST INTO THE COLUMNS AND ARE USED TO MECHANICALLY ATTACH THE COLUMN TO THE SUPPORTS. SEE MANUFACTURERS RECOMMENDATIONS FOR ASSEMBLY AND BONDING. -q P 00 0 4"x4" STEEL BOX TUBE w/ WALLS OPEN DINING AREA GRILL AREA a - WITH 8"x8"xY2" STEEL PLATE Y AND 12"02"xh" STEEL BASE PLATE - w/ (4) 3/4" x 18" ANCHOR BOLTS - ^m <_ i Sig 0 O 0 t W a n n C u� f 1 sr� OWNERSHIP AND USE OF DRAWINGS: 5/8" REBAR 2'-0" oc. Thou drawings and specifications including WR18 CORRUGATED METAL DECKING the ideas, design and arrangements w/ 4" POURED CONCRETE SLAB Ea st En pesigen Associates, No�Ngo part w/ #5 REBAR - 6" oc BOTH DIRECTIONS thereof shall be copied, disclosed to 2" MASONRY (T. .D.)) others or used In connection with any work or pro 2 5/8' +/- CONCRETE TO SET SLAB (MUD) have been prepared w9out written other n or which they consent of East End Design Associates, IJ:C. 2" PROJECT NO: 866-2005 el. 36'-9 5/8'"' (finished floor) PROVID 1/8" PER 1'-0" PITCH ON ALL MASONRY PATIOS AWAY FROM PAVILION DRAWN BY: = 2" MASONRY WATER TABLE E— 2" MASONRY WVATER TABLE CMA T17D19E'1MITH-v1ASMRY FfN 77STO CUT OUT INSULATION SCALE: el. 36'.-5" (top of slab) , in _ i,_on � #5 REBAR FOR PATIO CONNECTION AND FILL WITH CONCRETE DATE: 06-20-05 RE+nsloNs: (3) #5 REBAR CONTINUOUS o CONCRETE HEADER CONCRETE HEADER o (3) #5 REBIAR CONTINUOUS (SEE DETAIL PG 2) (SEE DETAIL PG 2) WATERPROOFING MATCH DRYVIT SYSTEM MASONRY STU=D AS PER MANUFACTURERS SPECIFICATIONS (MATCH EXTERIOR DRYVIT SYSTEM LOOK) 2" INSULATION BOARD #5 REBAR — VERTICAL 48" oc #5 REBAR — V/ERTICAL 48" oc -3/4' x 18" ANCHOR BOLTS (TYPICAL - 4 P"R COLUMN) in LO I I Co DO CLOSED STDRAG E OPEN STORAGE NOTES: 15'-1 1" WIND-BOURNE DEBRIS ANALYSIS Design Is to be as follows: 1. Roof ratter connections from rafter to ridge and rafter to plate to be 20 gage strapping with a minimum of six(8)8d nails EXPANSION JOINT 4" POURED CONCRETE SLAB EXPANSION JOINT 2. Roof sheathing to be V2 inch at 16 inch w/ 6x6 W.W.M. rafter spacing-nailing as required for basic nailing and shear requirements 3. Walls-8 foot high-2 x 4 at 18"on center or 9 foot to 10 foot high use 2 x 8 at 18'on center 4. Exterlor two story walls to be engineered design as required This building has been designed as a partially enclosed structure as defined by the New York State Building Code.The glazing Is not required to be Impact resistant to wind-boume debris. TOP OF SLAB = el. 28.0' 4" SLAB PITCHED 0 1/8" PER FOOT —� • el. 28.0' i0 to TOP OF GRADE AT PAWILION = el. 27.5' + - VARIES a a. w Uj o w 0 Z Z DRAWING TITLE z 0 E? a a (3) #5 REBAR CONTINUOUS o 0 0 (3) #5 REBAAR CONTINUOUS a 3 Q POOL Z U- PAVILION Z z — Z 3 a (3) #5 REBAR CONTINUOUS o 0 o of a (3) #5 REBAAR CONTINUOUS 0 SECTION A M U Z of ;�u p,°ooo�oO SHEET NUMBER r— ZZ3 �p 00000 Dov O O O O 900 00000 O O O O 00°00 00 O O O O moo p0po _ cD M M 0000 0 L 0 0 0 °°0 0 000°0 0°00 ohoo°00 °00 0o 0 oo°o r v-& 0 0 80°�°per �° 0 1900 0� 0� $o o �°° qOoo °o� oc 60 00 � °°RrOo°o° °o0.fl co° cP0.00boo #5 REBAR 12" oc. #5 REBAR 112" oc. (4) #5 REBAR CROSS SECTION A (4) #5 REBAAR 24" x 12" POURED CONCRETE FOOTING 24" x 12" FPOURED CONCRETE FOOTING STEAL• '✓r-��. ALL ROOFING, SHEATHING, ROOF VENTING, ETC. SHALL BE DONE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS (LUDAWICI ROOF TILE) (2) 2x8 HEADER BETWEEN RAFTERS TECO TO 2x10 RAFTERS INSURE PROPER AIR SPACE FOR VENTING 200-16" oc RAFTERS 3/4" CDX EXTERIOR SHEATHING — — WEATHERWdATCH / ICE AND WATER SHIELD (MOISTURE BARRIER) / \ TILE RCDOF SYSTEM AS PER MANUFACTURERS SPECIFICATIONS 12 CONTINUOUS BLIND VENT BETWEEN RAFTER TAILS / REFER TO DETAIL PG GN#2 7 ROOF PITCH VERIFY & MATCH EXISTING) LU 1"x4" AGAINST HOUSE (�4") I REFER TO DETAILS PG 9 1"x2" BLOCKING – 12" oc INSECT SCREEN I 1"x6" FREEZE BOARD 1 3" x 6" DECORATIVE RAFTER TAILS (MATCH HOUSE) Ile / 1" x 6"' TONGUE & GROOVE BEADED SOFFIT MATCH HOUSE) _ Uj p /p \�� REFER TO DETAIL PG GN#2 ' / 2x10-16" oc COLLAR TIES \ REFER TO DETAILS PG 11 Q H Lu I � 5/8" x 12" ANCHOR BOLTS – 24" oc Q W i O z u,W U O W O U / 2x6-16 oc CEILING JOIST, /* k / \ � � U REFER TO DETAIL PG 11 I I LLMi 0 DRYVIT SYSTEM AS PER MANUFACTURERS SPECIFICATIONS o 9 1/2" REWARD WALL SYSTEM – AS PER MANUFACTURERS SPECIFICATIONS N (SEE DETAIL SHEETS) a� _ O O ;(� r E CHANGING ROOM A 9-60 00o W ^m (~ ^o U $fig c. w dln� aW OWNERSHIP AND USE OF DRAWINGS: These drawings and specifications Including the ideas, design and arrangements represented therein, are the pprrooperty of East End Design Associates, LLC. No part thereof shall bs copied, dtsdosed to others or used In connection with any work or project other than for which they haw been prepared without written consent of East End Design Associates, up_ 2„ 2" PROJECT NO: 866-2005 DRAWN BY: 2" MASONRY WATER TABLE - CMA CUT OUT INSULATION SCALE: AND FILL WITH CONCRETE #5 REBAR FOR PATIO CONNECTION DATE 06-2&-05 'i REVISIONS: (3) #5 REBAR CONTINUOUS o o (3) #5 REBAR CONTINUOUS WATERPROOFING MASONRY STUCCO AS PER MANUFACTURERS SPECIFICATIONS (MATCH EXTERIOR DRYVIT SYSTEM LOOK) #5 REBAR – VERTICAL 48" oc #5 REBAR – VERTICAL 48" oc in 00I I I 1 I NOTES. WIND-BOURNE DEBRIS ANALYSIS i 7'-7" Design is to be as follows: 1- Roof rafter connections from rafter to ridge and rafter to plate to be 20 gage strapping with a minimum of six(8)8d nalls 2. Roof sheathing to be 1/2 Inch at 18 Inch EXPANSION JOINT EXPANSION JOINT rafter spedng-nailing as required for basic nailing and shear requirements 3. Walls-8 foot high-2 x 4 at 18"on center or 9 foot to 10 foot high use 2 x B at 16"on center 4. Exterior two story walls to be engineered design as required This building has been designed as a partially enclosed structure as defined by the New York State Building Code.The glazing Is not required to be Impact resistant to wind-bourne debris. is TOP OF GRADE AT PAVILION = el. 27.5' + – VARIES = I � r CL w a I ca DRAWING flTLE. I Z 0 w o a 5 REBAR CONTINUOUS a 0 POOL (3) #5 REBAR CONTINUOUS o 03( ) # 3 a Z L_ PAVILION Z 3 (3) #5 REBAR CONTINUOUS o 0 oE— (3) #5 REBAR CONTINUOUS m SECTION B U Z_ Q � og o° °co C& 415 °o c ° 0 0 �� 00N ° o o 0 SHEET NUMBR:000 M pogo 0coV°��io°°°�0 00000� O O O 0000 1°pOo%gC.�*gON O O moco 0 coo o 0°d0 ° °og - %09 o'o o� Co 0° � 00 o°Foo°� 000-000 c�b°io �4A0C�13o V0 0.11100& ° M #5 REBAR 12" oc. CROSS S B (4) #5 REBAR 24" x 12" POURED CONCRETE FOOTING SEAL. NDE ew y '7 p L �— L QAESS ALL ROOFING, SHEATHING, ROOF VENTING, ETC. SHALL BE DONE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS (LUDAWICI ROOF TILE) (2) 2x8 HEADER BETWEEN RAFTERS TECO TO 200 RAFTERS INSURE PROPER AIR SPACE FOR VENTING 2x10-16" oc RAFTERS 3/4" CDX EXTERIOR SHEATHING WEATHERWATCH / ICE AND WATER SHIELD (MOISTURE BARRIER) TILE ROOF SYSTEM AS PER MANUFACTURERS SPECIFICATIONS 12 i CONTINUOUS BLIND VENT BETWEEN RAFTER TAILS 7 ROOF PITCH (VERIFYr & MATCH EXISTING) 1"x4" AGAINST HOUSE (3/4") 1"x2" BLOCKING - 12" oc INSECT SCREEN 1"x6" FREEZE BOARD \\\ 2x 10-16" oc COLLAR TIES / 3" x 6" DECORATIVE RAFTER TAILS (MATCH HOUSE) \� I 1" x 6" TONGUE & GROOVE BEADED SOFFIT (MATCH HOUSE) Ile �V 5/8" x ANCHOR BOUTS - 24" oc , 0 \11.1 / -S' REFER TO DETAIL PG GN#2 / "-. \ REFER TO [DETAILS PG 11 // CROWN MOLDING TO BE SELECTED 1" x 6" TONGUE & GROOVE BEADED SOFFIT (MATCH (HOUSE) CROWN MOLDING TO BE SELECTED \ 5/8" x ANCHOF BOLTS - 24" oc =N I \ 1 16"06" PLYWOOD SOFFIT VERIFY OPENING AND SUPPORT REQUIREMENTS FOR SECURITY GATE TRACK I I Q W LINE OF 16 SOFFIT -- z Ld W12x40 TEEL I BEAM W1 2x40 STEEL I BEAM 6" HALF ROUND COPPER GUTTERS WITH STRAPS (32" oc) --� 6" HALF ROUND COPPER GUTTERS WITH STRAPS (32" oc) U) WITH 3" DIA. LEADERS PIPED TO DRYWELLS WITH 3" DIA. LEADERS PIPED TO DRYWELLS Q PLYWOOD & 2x4 SOFFIT W O VERIFY OPENING AND SUPPORT DRYVIT SYSTEM AS PE'R MANUFACTURERS SPECIFICATIONS U DRYVIT SYSTEM AS PER MANUFACTURERS SPECIFICATIONS REQUIREMENTS FOR LIGHT FIXTURES OVER 1 1/2" INSULATION BOARD (SPACE AS REQUIRED) OVER 1 1/2- INSULA71ON BOARD OVER 1/2" WONDER BOARD SET ® s'-o" A.F.F. OVER 1/2" WONDER BOARD 1/2" DUROCK CONCRETE BOARD GALVANIZED STEEL STUD BUILD O'JT MASONRY STUCCO (MATCH EXTERIOR DRYVIT SYSTEM LOOK) GALVANIZED STEEL STUD BUILD OUT AND STONE TILE (SEE LOCATIONS) E-- LINE OF GRILL AREA OPENING e tl Z N O r I ¢ I - U _ U w w a D LI o = w CDI (CONCRETE DESIGN INC.) ROUND TUSCAN COLUMN ` Z CT8 - 7'-11 ' HIGH x 13' DIA. - 7'-11" HIGH x 13" DIA. N CDI (CONCRETE DESIGN INC.) ROUND TUSCAN COLUMN CT8 � � U O = Z TUSCAN COLUMNS /ARE MANUFACTURED AND SHIPPED IN TUSCAN COLUMNS ARE MANUFACTURED AND SHIPPED IN r a VERTICLE HALVES, WVHICH ARE BONDED TO FORM THE COLUMN. - VERTICLE HALVES, WHICH ARE BONDED TO FORM THE COLUMN. 2 COLUMNS ARE INSTALLED AROUND STRUCTURAL SUPPORTS. COLUMNS ARE INSTALLED AROUND STRUCTURAL SUPPORTS. n w THREADED INSERTS ARE CAST INTO THE COLUMNS AND ARE z THREADED INSERTS ARE CAST INTO THE COLUMNS AND ARE N USED TO MECHANICALLY ATTACH THE COLUMN TO THE SUPPORTS. 0-4 EO USED TO MECHANICALLY ATTACH THE COLUMN TO THE SUPPORTS. { P N U SEE MANUFACTURERS RECOMMENDATIONS FOR ASSEMBLY AND BONDINJG. 4"x4 STEEL BOX TUBE w/ " WALLS ~ SEE MANUFACTURERtS RECOMMENDATIONS FOR ASSEMBLY AND BONDING. A � o WITH 8"x$"xY2" STEEL PLATE w z AND 12"x12"x)Z" STEEL BASE PLATE - w/ (4) 3/4" x 1$" ANCHOR BOLTS • h z Z E-I b U FRAN ED & TRIMMED COLUMN (SEE DETAIL) 0 oL O� L ani aur 4"x4" STEEL BOX TI'UBE w/ WALLS WITH 8"x8"xY2" STEEL PLATE AND 12"x12"xY2" STEEL BASE PLATE - w/ (4) 3/4" x 18" ANCHOR BOLTS OWNERSHIP AND USE OF DRAWINGS FRAMED & TRIMMED) COLUMN (SEE DETAIL) These drawings and epecifk*Uons Including 5/8" REBAR 2'-0" oc. WR18 - 1Y2" CORRUGATED METAL DECKING the ideas, design and arrangements w/ 4" POURED CONCRETE SLAB represented therein, are the 9"No of w/ #5 REBAR - 6" oc BOTH DIRECTIONS East End Dll be Associates, ose to port thereof shall be copied, disclosed to others or used in connection with any 2" MASONRY (T.B.D.)) work or project other than for which they 2 5/8" +/- CONCRETE TO SET SLAB (MUD) have been prepared w written consent of East End Design Associates. i1C. PROJECT N0: 866-2005 PROVIDE 1 8" PER 1'-0" PITCH ON ALL MASONRY PA OS AWAY FROM PAVILION DRAWN BY: el. 36'-9 5/8" (finished floor) = WATER TABLE 2" MASONRY FT-STO1�E 2' MASONRY WATER TABLE TORE-NITH7 AIRY FTl TSA-STO CMA LINE-W R_MAS01 R7_MNI% d SCALL: el. 36'-5" (top of slab) � #5 REBAR FOR PATfiO CONNECTION 1 1 —o di /I /--\ /—\ /_111 #5 REBAR FOR PATIO CONNECTION DATE: 06-20-05 REVISIONS: t� (3) #5 REBAR CONTINUOUS o CONCRETE EAD ER ilo (3) #5 REBAR CODNTINUDUS WATERPROOFING WATERPROOFING MATCH DRYVIT SYSTEM 2" INSULATION BOARD ii 16" x 8" VENT 16" x 8" VENT #5 REBAR - VERTICAL 48" oc LINE OF DOOR OPENING #5 REBAR - VERTICAkL 48" oc x 18" ANCHOR BOLTS (TYPICAL - 4 PER COLUMN) 3/4" x 18" ANCHOR BOLTS (TYPICAL - 4 PER COLUMN) in U-)iI I � =N DO Co CLOSED ST0RAGfE NOTES: �I WIND-BOURNE DEBRIS ANALYSIS to Design Is to be as follows: 22'-0" 1. Roof rafter connections from rafter to 10 ridge and rafter to plate to be 20 gage strapping with a minimum of six(6)8d nails EXPANSION JOINT 4" POURED CONCRETE SLAB EXPANSION JOINT 2. Roof sheathing to be 112 inch at 16 inch / 6x6 W.W.M. rafters d mill as spacing- ng required for basic nailing and shear requirements 3. Wails-8 foot high-2 x 4 at 16"on center or 9 foot to 10 foot high use 2 x 6 at 16"on center 4. Exterior two story walls to be engineered design as required This building has been designed as a partially enclosed structure as defined by the New York 16" x 8" VENT j o o 16" x 8" VENT to beState imupact resistant to wilding Code.The gllnd-!oume debrglal red TOP OF SLAB = el. 28.0' el. 28.0' ° ° , • e :a ° o dv ° ° o ` d ° v ° . v.' v '4 d..° v a c0 .a Id It H i. d G; W a_ ° v ° Z DRAWING TTRE C.7 H Z ° O O ° LL. O -' (3) #5 REBAR CONTINUOUS o o (3) #5 REBAR CODNTINUOUS a 3 POOL J 3 z Z PAVILION Z o -- (3) #5 REBAR CODNTINUOUS (3) #5 REBAR CONTINUOUS o = U SECTION C a U o°° C& °o 0000 o°C,°( ° p dP o °�moo oo°040 o � o°ob° °d�o � ° �o�OROO o0o Z SHEET NUYBR: Z --------- dCbC0 ON Q 0 QT 0 °00 0000D CD o°o°p 0& O 1 O O O �o0 60"00 "000 0 0 00 000 0 0°000 M o°o0 0 0 0 °00 " saoo oo°o o� c$°o°° 00 ocPo �0"o '0'-P-'o°� ,.('� ce' odo Ov 0608-, %0O 0o c��o°°0°00 AGO oc oQ•f� "°_p0°�° "OAC 0000 Off"-ORT' °"O oo'O" °� 0 0 cboo°00 �°co o� o0 o0d' #5 REBAR 12" oc.:. #5 REBAR 12" oc. (4) REBAR (4) #5 REBAR CROSS S C 24" x x 12" POUREED CONCRETE FOOTING 24" x 12" POURED CONCRETE FOOTING SEAL• (2) 2x8 HEADER BETWEEN RAFTERS ALL ROOFING, SHEATHING, ROOF VENTING, ETC. SHALL BE DONE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS (LUDAWICI ROOF TILE) TECO TO 2x10 RAFTERS INSURE PROPER AIR SPACE FOR VENTING 2x10-16" oc RAFTERS 3/4" CDX EXTERIOR SHEATHING WEATHERWATCH / ICE AND WATER SHIELD (MOISTURE BARRIER) TILE ROOF SYSTEM AS PER MANUFACTURERS SPECIFICATIONS CONTINUOUS BLIND VENT BETWEEN RAFTER TAILS 12 1"x4" AGAINST HOUSE (%") ROOF PITCH VERIFY & MATCH EXISTING 1"x2" BLOCKING — 12" oc 7 R INSECT SCREEN ( ) 1"x6" FREEZE BOARD 3" x 6" DECORATIVE RAFTER TAILS (MATCH HOUSE) I \, 2x10-16" oc COLLAR TIES 1" x 6" TONGUE & GROOVE BEADED SOFFIT (MATCH HOUSE) �V N. \ / \e REFER TO DETAIL PG REFER TO DETAILSPG1 1 II II II II II II II II II I � ° N 5/8" x 12" ANCHOR BOLTS — 24" oc I I I I I I I I I I I I ( I 11 I II PLYWOOD & 2x4 SOFFIT I \\ Lu Q w VERIFY OPENING AND SUPPORT II II II I O Z 6" HALF ROUND COPPER GUTTERS WITH STRAPS (32" oc) ---� I ( ( I I I I REQUIREMENTS FOR LIGHT FIXTURES \\ / ry ti ,( I I I ( I I \ •�• • WITH 3" DIA. LEADERS PIPED TO DRYWELLS (SPACE AS REQUIRED)SET ® 9'-0" A.F.F. _ II II II � � � � II II II I C/) 2x6-16" oc CEILING JOISTS (ABOVE STORAGE ROOM & CHANGING ROOM) I I I I Q O 2x6-16" oc CEILING JOISTS (ABOVE STORAGE ROOM & CHANGING ROOM W = II II it II II II II CO U t� 1/2"' DUROCK CONCRETE BOARD 1/2" DUROCK CONCRETE BOARD SMOCOTH MASONRY STUCCO FINISH ON WALLS & CEILING MASONRY STUCCO (MATCH EXTERIOR DRYVIT SYSTEM LOOK) OF SiTORAGE ROOM ANN CHANGING ROOMum 0 DRYVIT SYSTEM AS PER MANUFACTURERS SPECIFICATIONS o 9 1/2" REWARD WALL SYSTEM — AS PER MANUFACTURERS SPECIFICATIONS I4" STEEL STUD WALL I (SEE DETAIL SHEETS) WITH CURVED METAL BASE TRACK 1/2" DUROCK CONCRETE BOARD MASONRY STUCCO (MATCH EXTERIOR DRYVIT SYSTEM LOOK) AND STONE TILE (SEE LOCATIONS) U E (CHANGING ROOM GRILL AREA STORAGEROOM 1/2" x 8" ANCHOR BOLTS — 12" oc ` (DRILL & EPDXY TO SLAB) 0 ^�Z = U x 001 e04 ,sem 5/8" REBAR 2'-0" oc. OWNERSHIP AND USE OF DRAWINGS These drawings and specifications including WR18 — 1Y2" CORRUGATED METAL DECKING w/ 4" POURED CONCRETE SLAB the ideas, design and arrangements represented therein, are the propsr�y, of East End Design Associates, LLC iVo part w #5 REBAR — 6 oc BOTH DIRECTIONS thereof shall be copied, dtaciosed to 2" MASONRY (T.B.D.)) 2 5/6' CONCRETE TO SET SLAB (MUD) others or used in connection with any +/— work or project other than for which they have been prepared without written consent of East End Design Associates, IJ.C. 2„ PROJECT NO: el. 36'-9 5/8" (finished floor) 2" MASONRY WATER TABLE PROVIDE 118" PER 1'-0" PITCH ON ALL MASONRY PATIOS AWAY F OM PAVILION 866-2005 DRAWN BY: el. 36'-5" (top of slab) CUT OUT INSULATION ` 2 MASONRY WATER TABLE `� AND FILL WITH CONCRETE CMACUT OUT INSULATION SCE; #5 REBAR FOR PATIO CONNECTION AND FILL WITH CONCRETE 130 = it—on #5 REBAR FOR PATIO CONNECTION DATE; 06-20-05 (3) #5 REBAR CONTINUOUS o CONCRETE HEADER REVISIONS: CONCRETE HEADER CONCRETE HEADER 0 (3) #5 REBAR CONTINUOUS WATERPROOFING MATCH DYVIT SYSTEM � WATERPROOFING 2" INSU TION BOARD #5 REBAR — VERTICAL 48" oc F-- LINE OF WALL OPENING o #5 REBAR — VERTICAL 48" oc Q Y m w Z 0 w g t > Ln Z co _ — 0 u' a7 OPEN STORAGE _ o ^ o M 0 M m m m 0 0 NOTES: APPROXI o WIND-BOURNE DEBRIS ANALYSIS `~ MA�NATURgL GRADE 28'—0" Design Is to be as follows: 1. Roof rafter connections from rafter to I ridge and rafter to plate to be 20 gage EXPANSION JOINT 4" POURED CONCRETE SLAB strapping with a minimum of six(e)8d EXPANSION JOINT nails w 6x6 W.W.M. 2. Roof sheathing to be 112 Inch at 16 inch rafter spacing-nailing as required for basic nailing and shear requirements 3. Walls-8 foot high-2 x 4 at 16"on center or 9 foot to 10 That high use 2 x 6 at 16"on center 4. Exterior two story walls to be engineered design as required This building has been designed as a partially enclosed structure as dented by the New York State Building Code.The glazing Is not required to be Impact resistant to wind-boume debris. TOP OF LAB = el. 28.0' el. 28.0' o ° , d q a ° ° a A ° 4 d ° ° v a d. ° v TOP OF GRADE AT PAVILION = el. 27.5' + — VARIES < ° ° a A d ° • ° ° ° v io TOP OF GRADE AT PAVILION = el. 27.5' + — VARIES r. ° d °' _ Uj °' w ' o DRAWING TiTLE: Z o 00 �� Z a (3) #5 REBAR CONTINUOUS 0 o a --- POOL 3 ° (3) #5 REBAR CONTINUOUS ca Z PAVILION �z Z z Q (3) #5 REBAR CONTINUOUS 0 Z 3 0 (3) #5 REBAR CONTINUOUS W o SECTION D U m Q o°° Z Z °o°o�o� � 0cbo 000° � �Oo9�O°o o°cb° �O c o°° o°O O� °`b° cook ° "Ilt-1 o°°° v 0 o Z SHEET NUMBER; Mop°oo ooh O O O O moo do"00 00oo 0 0 00 00 0 0 00°0 �o dcboo ooh 0 O O O moo oo,00 0 0 A 0op0 0�00��°o0 000 0 0�° �°° M 0°0 ce°o 0°0 04+00t�°d'0o°� C900 '50 W 0 00 00 0 X0°0°00 4»0 00 oga 0°ry°00 oo°d'co�0; 00 0ht' o zt a °oo��b°oo oo°d�o0�°� o0°00ef� Q #5 REBAR 12" oc. o (4) #5 REBAR CROSS S D #5 REBAR 12 oc. 24" x 12 POURED CONCRETE FOOTING 4 #5 REBAR 24" x 12" POURED CONCRETE FOOTING ... ..- .,, -....,-.. ..- >«m - - 'sss�?g:,^..,�,n-:-.rea�o-•,-sees .•�a-c.+svr-�+*�m�., ,,,yes.y..}.......-,.�..,,cr.----•�'"m'-"'-•-..,,,-- .. ...-..-,.-.--,• .T - SEAL: HIGH TO LOW SLOPE Transition Copper Flashing NE(Angles Change 0 X to Roof Slope) According fills-' DE 3' oterproof � Underlayment ALL ROOFING, SHEATHING, ROOF VENTING, ETC. SHALL BE DONE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS (LUDAWICI ROOF TILE) Field rn. r � 16 Oz. Sheet Copper N. Flashing Metal Waterproof Underlayment 16 Oz Sheet Copper LUDOWICI INTERLOCKING PROFILE TILE Flashlnq Metal GAMBREL TransTtlon Roof Deck • 6' Minimum ��FEs��d� �•'fl 16 Oz Copper Is Oz 3 Whirnurh Opening at T i� Flashing 0►�.i �of Valle � 1 . PRODUCT NAME Roof Dedc Copper cava oP 1 2' sot (Angles Change End Band Shingle Tee / 2' Copper According to Roof Sealant ?• H17-1 emmed ed water Dlverter 2' Copper CleotBand Slope) Ong French Clip Over Nall Hoa 1• x2' Under ' Pressure Treated 16 Oz K 2' Copper Cleat 6'-24' 1' z 2' Sealant Wood Kant Strip Under Eave me Gable Flashing/ Rake p Vailsy Tee On Center. Bend CII 2. MANUFACTURER SALES REPRESENTATIVE: Pressure Treated With Edge waterproof Over Nall Head Wood Cant Strip Waterproof Underlayment With J' Hem nderlayment No. 43 Coated Field Tile ase Sheet Ludowici Roof Tile Inc. Waterproof Underlayment NANCY KISH Dr oz sheet copper Northern New Jersey and Southern New York Required Fastener Required Fostaner With }d Hem Vertical Fascia waterproof Underlayment 4757 Tile Plant Road, P.O. Box 69 Email: info®ludowici.com 16 oz/SF. Ft. capper Valley Flashing Formed From 24' Roof Deck Wide Metal-Minimum 4' Brooklyn, NY Extension under Tae New Lexington, OH 43764 Phone: (800) 945-8453 Phone: (718) 238-1225 Fax: (718) 238-1215 FIG. 4.18 FLASHING AT HIGH SLOPE TO LOW SLOPE FIG. 4.19 FLASHING AT LOW SLOPE TO HIGH SLOPE FIG. 4.2 METAL RAKE EDGE FIG. 4.5 CROSS SECTION SHOWING VALLEY FLASHING http://www.ludowici.com FAX: (740) 342-5175 nkish®nyc.rr.com (INTERLOCKING TILE ) (INTERLOCKING TILE 3. PRODUCT DESCRIPTION fl n he surface reflecting the style of French architecture. French Is a large, durable rile with deep locks on all four sides and deep flutes o t g y Ludowici French tile is 16-1/4" long and 9" wide. The average number of pieces per square is 133, and the average weight per square is 1 ,025 lbs. Ludowici manufactures clay roof tile in an array of patterns, colors and finishes. UJ V Oz. Copper Valley Flashing 2' Copper Cleat - Band Clip Over In Basic Use: Ludowici clay roofing tiles are applied on sloped roofs where appearance, longevity and durability are prime considerrations. Nail Head Nominal 2X Pressure Required Fasteners___.,,,,, X102 Hip Rol Treated a W od Nailer oof 0 Composition and Materials: Ludowici tile is manufactured from southeastern Ohio shale and fire clays. The tile is available unglaized, revealing Underlayment the natural color of fired clay, or in a multitude of standard or custom lazed colors. 8• Lap for Copper r Conte to oz y g Volley Flashing Copper Counternashing Sealant waterproof Underlayment Embedded in Mortar Join °rtOr • Field The EnTild Band 3' Minimum Coverage Masonry Waterproof Field Tile Q LU Limitations: The standard recommended minimum roof pitch for Ludowici French the is 3" rise on 12" run. (No option below 3:;12.) le Gauge Underiayment 0 Z Waterproof Field rn • • MrSols Without Underlayment r � � 4. TECHNICAL DATA Insulation Right Detached Gable Rake L • Required stoners • • French Field me 16 Oz Cooper Step v! �1'1 Ludowici produces an incombustible, vitrified tile with a low moisture absorption rate -- averaging less than 1% -- and a higlh breaking Flashing 3• Minimum Roof Deck LU V Overta 6 Above W strength. All Ludowici clay roof tiles meet or exceed the Grade 1 requirements of ASTM C1167-96. Roof Roof Beck _ Required Fasteners Vertical Fascia U�d�axnant FIG. 7.14 HIP SECTION SHOWING 102 HIP ROLL 5. INSTALLATION FIG. 7.10 SECTION SHOWING RIGHT GABLE RAKE AND END BAND /2• Hem Roof Dec U Detailed installation instructions, including diagrams, are part of Ludowici's comprehensive Installation Manual. Following is a genteral summary of the most important aspects of the installation process. squired Fasteners FIG. 7.11 SECTION SHOWING FLASHING UNDER SIDE OF TILES Z Flashings: When roofs intersect other roofs, parapet walls, chimneys, ventilators, vent pipes and similar projections, flashings are required. Sixteen (16) oz./sq. ft. soft copper is the minimum flashing weight and temper. Flashings lighter than 16 oz. are not permitted, as they are FIG. 4.8 TYPICAL CLOSED MITERED VALLEY FOR FLAT HINGLE TILEum easily punctured and will not provide the wear life required for our long-life roof system. Proper flashing installations are critical for a WITH STEPPED FLASHING watertight roof. 0 Underlayment: On standard minimum slopes, cover all decks with No. 43 coated base sheet (ASTM D 2626) or two layers of Nlo. 30 asphalt impregnated roofing felt (ASTM D 226), or self-adhesive modified bitumen membrane, or waterproofing underlayment. apply basee sheet parallel tench Field rne to the eaves, side lapped 2 and end lapped 6". Apply No. 30 felt by overlapping each course 19", so as to achieve the required two layers. Apply waterproofing underlayment according to application instructions provided with the product. Proper underlayment installation is critical for aterproof Underlayment a watertight roof. 16 Oz. Copper Cap Flashing 2068 Ride noshing Masonry � 9 q #206 Vented Ridge 16 Oz. Sheet Copper with Diameter All hips, valleys and ridges must be covered with waterproofing underlayment. In regions where ice dams may occur, it is requiired to apply 0 Roof peck Extended Drip dgz. Bug Screen Venting Hales Continuos 18 Oz Copper Field Tile C p � Drip Edge built-up roof membrane (or its equivalent) directly to the roof deck. Flashing Embedded Wtt�i Hem at it O.C. (Both Sq. I) +� Wind Diverter Resulting In 2.65 Sq. In. In Mortar Joint-Cover 111e Flat Material Roofing Required Fasteners Extended 16 Oz. Venting Mea Per Foot Waterproof S' Minimum Required Fasteners �oer�lashinq Underlayment ant Minimums 5' Field Tile -� Seal to Tile with �� �� Waterproof Waterproof scommanded Sealant I Fasteners: Corrosion resistant fasteners are required. Nails must be copper ring shank, 11 gauge, at least 1 -3/4 long with 3,/8 head. Field Tile-seal Batton,, Underlayment 0� Underlayment Screws must be brass or stainless, No. 8 or No. 9 flathead Phillips or square drive. Wire-tieing with solid copper (16 gauge) (must be used of Top Row Of Tile �a on non-nailable surfaces. Clips may be specified in high wind and seismic areas. with sealant orninal 2X Pressure Extended 18 Oz Copper Roof Deck Treated Wood Nailer Perimeter Flashing with Wrapped with Sealan With 1/2' Hem Roof Doak Waterproof 3/4' Air Cap Plywood Deck: Three-quarter inch (3/4") plywood is recommended. Do not use less than 15/32" American Plywood Association (APA) approved Required Fasteners Underlayment (Both side.) for roof decking of the APA. Pressure Treated • roof decking. All plywood decks must comply with the specifications o g Wood StNnger squired Fastener Roof Deck 16 Oz. Copper 00 Pressure Treated Formed Drip Edge 00 NOTE: All Areas in And Around ood 1 1/2' X 2' Nth 1/2' Hem , " had of sufficient length to spotters the deck boards to a depth off at least 3/4". FIG. 7.16 DECK SECTION SHOWING 206 RIDGE Sunken cutter should Be Covered cant Strip - With Self-adhering Modified Vertical Fascia z � Plank Board Deck: Use plain shank copper nail with 3/8 e 9 P P FIG. 7.15 SECTION SHOWING FLASHING OVER TOP OF TILES Bitumen Membrane Z Do not penetrate underside of deck. : ~+ P N 0 FIG. 7.6 206 VENTED RIDGE VENT ' A o Other Deck Types: Specific fastening methods will be required. See the Ludowici Roof Tile Installation Manual for details. FIG. 7.17 SECTION SHOWING SUNKEN GUTTER TREATMENT • French InterlockingProfile Tile Application: Roof deck must be clean, smooth and dry. Horizontal and vertical lines must be chcolked on the felt u e o� `U x 0 ib z';_k m �'8 to guide application. French interlocking profile tiles are applied at an average length exposure of 13-3/$ and average width exposure of 8-1/8". O*iERSHIP AND USE OF DRAWINGS: Hip and ridge stringers will be installed where necessary. Tile installation will start with a cant strip to provide the proper anglee for the starter uding course. Tiles should "hang" from the fasteners in each tile hole provided. The starter course begins with the right detached gabble rake and TTnese drawings and specifications ttte prop tnelof g the ideas, design and arrangements full field tile. The second course will be started with an end band to offset joint pattern. Succeeding courses should be center<ed over the sealan represented therein, aro the property a East End Design Associates, I.I.C. o part previous course or at least 3" from any other underlying vertical joint. Mitered pieces will be used in valley and hip areas. Hip) and ridge thereof shall ct thew , disclosed c p to others or used in connection with any coverings are applied after field tiles. A multitude of standard and custom accessories is available. 16 oz. Copper work be project ether than far which they #206 Deck Mold Cap Flashing have been prepared without written consent of Eost End Design Associates, Raised Flange rant ' Inspect the application from the ground after 75-100 tiles have been installed. 6' Minimum Sealant Flat Roof Material W X 2' Pressure treated PROJECT NO Wood Blocking 16 Oz. Opening at NOTE Metal Exposure width Shall Flashing Copper 866-2005 Top of Valley Increase 1' for Every 6' of Valley Field TileDRAWN BY- Note on Alpine Conditions: Special consideration should be given for applications in "alpine" conditions -- defined as climate alreas that Run Towards the Eave Pressure Treated Wood experience frequent heavy snowfall intermittent with strop solar radiation, common to high altitude geography (such as Vail, CmloradCleat Waterproof Horizontal Batton CMA Copper eat Underlayment Nominal 2X P essure Treated Lath NaiPlx�ro • • �' P q Y 1" - 1'-0" Problems can occur when heavy ice/snow "locks" on the exposed edges of roof tiles and drags the tiles with it as the snow/lice mass creeps 6'-24' o.C. Band Treated Wood Nailer downward in valleys, etc. Preventative measures include using closed valleys, reducing the length of the overhangs, and installinig extra-heavy Over Nan valley Tee �,. . Wrapped s r. , +" �`'� it and snow guards. Ludowici does not assume an responsibility or liability for any damage caused by tthe specific waterproof "', �� gutters (where required) g Y P Y Y 06-20-05 consequence of applying Ludowici roof tiles in alpine conditions, unless plans have been pre-approved, in writing, b Ludowici. Required Fasteners un ayment ;;,• �'' ' � ••� '' REVISIONS: q P� P P PP 9 Y Waterproof Roof Deck ''•;'" y'' ' Underlayment Pressure Treated Beveled 6. AVAILABILITY AND COST Roof oedk wood Vertical Batt Concrete Roof Deck 16 oz. copper FIG. 7.8 DECK SECTION SHOWING #206 DECK Water Diverter Flashing MOLD- RAISED FLANGE TILE Ludowici Roof Tile has sales representatives throughout the United States. Please call 800-945-8453 for additional information and the nearest sales representative. FIG. 7.7 CROSS SECTION SHOWING VALLEY FLASHING FIG, 7.9 SECTION SHOWING VALLEY FLASHING ON WOOD BASE ON POURED CONCRETE ROOF DECK 7. 75-YEAR LIMITED WARRANTY All Ludowici tiles and fittings are protected by the industry's finest warranty program: a 75-year limited warranty inCILding 20 years of Prime Protection? which provides for 100% of the reasonable replacement cost of defective tiles, including labor, tear-off and disposal, in the event the defect occurs within 20 years of installation. (See warranty for specific details and limitations.) 8. MAINTENANCE Ludowici clay roof tiles do not require maintenance under normal use. However, the finished roof system will require maintenanoce, such as periodic roof checks of valley flashing and other junctures of dissimilar materials. 9. TECHNICAL SERVICES The Ludowici Roof Tile Installation Manual covers details and specifications on each of our standard roof tiles. Contact Ludowicii Architectural Support Group 800-917-8998 or the nearest representative for assistance or further information. Nobs: WIND-BOURNE DEBRIS ANALYSIS 10. FILING SYSTEMS Design Is to be as follows: Sweets catalog 07320/Luc rafter connections from rafter to ridge and rafter to plate to be 20 gage strapping with a minimum of six(6)8d nalis 2. Roof sheathing to be 112 Inch at 16 inch rafter spacing-nailing as required for basic nailing and shear requirements 3. Walls-8foot high-2x4at 16'on ? Copyright Ludowici Roof Tile, 2004 All rights reserved center or 9 foot to 10 foot high use 2 x 6 at 16'on center 4. Exterior two story walls to be engineered design as required This building has been designed as a partially enclosed structure as defined by the New York State Building Code.The glazing Is not requlmd Close This Window I Print this Page to be Impact resistant to wind-bourne debris. MATCH EXISTING ROOFING STYLE AND COLOR - VERIFY WITH MANUFACTURERS REPRESENTATIVE DRAWING TiTI.E: 10" Conosera 8" Conosera 6" Conosera A 10" high-profile tile of exceptional beauty and durability. A 8" high-profile tile of exceptional beauty and durability. A 6" high-profile tile of exceptional beauty and durability. Summer Rose POOL Width: lisp Width: 83/4" Width: 63/4" Slate Red PAVILION Exposed Width: 93/4" Exposed Width: 73/4" Exposed Width: 53/4" Length: 17" Length: 13" Length: 13" ROOF TILE Exposed Length: 145/8" Exposed Length: 103/4" Exposed Length: 103/4" 102206 Hip and Ridge DETAILS Count/Square: 100.0 pcs. Count/Square: 173.0 pcs. Count/Square: 233.0 pcs. 118/211 Hip and Ridge Weight/Square: 1350.0 Ib. Weight/Square: 1000.0 Ib. Weight/Square: 900.0 Ib. Circular Cover Hip and Ridge Pieces/Pallet: 200 Pieces/Pallet: 346 Pieces/Pallet: 350 Pallet Weight: 2800 Ib. Pallet Weight: 2100 Ib. Pallet Weight: 1400 lb. SHEET NUMBER: NONE NONE NONE No Product Literature Available No Product Literature Available. No Product Literature Available. 9 - '__----- _---___- SECTION 07320 F. Tower Clay Roof Tile Type SIM_ B. Requests for substitution willl be considered in accordance with provisions of Section 01600. D. Install flashing at all locations where roof intersects other roofs, sidewaill or parapet walls, ROOF TILE 1 Acceptable product: TowerTile System. chimneys, ventilators, and similar projections, and at gable edges. Luclowici Roof Tile C. Substitutions: Not permitted. a. Profile: Curved ble, of manufacturers standard sizes, shapes, and lengths, anranged to indicated roof surface. E. Valley Flashings: D Unless otherwise specified for an individual product or material, supply all products specified in this b. Exposure: Random, as indicated on drawings. 1. Install minimum 24 inch (610 mm)wide flashing over full-width waterproofing membrane material, section from the same manufacturer. fasten metal to dock with cleats. G Characteristics: Incombustible, vitrified tile manufactured from shale and fire clays, having less For best results, display hidden notes to specifier. 2. Ove dep en d joints mi n im um 5 i nches (127 m m), do not soldgrj oints. 2.2 ROOF TILE then 2.0 percent moisture absorption when tested in accordance with ASTM C 67, and meeting 3. Lop underlayment over edges of flashing 4 inches (100 mm). Grade 1 freezelthew resistance requirements when tested in accordancewith ASTM C 1167. 4. Installflashing over full-width waterproofing membrane material. PART 1 GENERAL A, Flat Shingle Clay Roof Tile Type 5. Interleave roof tiles with minimum 20 inch (508 mm)wide prepared metal flashing sheets. 1. Acceptable product: Antique Tile. H. Color. Selected from full range of manufacturers available colors. 6. Attach roof tiles to deck, using copper wires wired to copper straps nailed beyond top edge of metal 1.1 SECTION INCLUDES a. Profile- Flat slab shingle tilei with rough-textured surface and ripped butt. 1. Color-, flashing. b. Nominal size., 7 inches (178 mm)wide by 12 inches (305 mm) long, J. Color Custom color n arsections of Roof Surfaces and Abutting Vertical Surfaces� A. Clay roof tile. C. Average exposure, 7 inches (178 mm)wide by5 inches (127 mm) long, K. Multi-Color Custom Sequence'. 1 . Install continuous 12 inch (304 mm)wide strips of waterproof membrane material to extend 9 2. Acceptable producL Briftaniy Tile. 1 . ColorA-. inches (228 mm) ac;ross roof deck and 3 inches (76 mm) up vertical surface. B, Ce ram ic sl ate roo f ti I e. 3. Profile, Flat slab shingle tile with crude texture. 2. ColorB: 2. Install continuous metal flashing to extend 3 inches (76 mm) up v9rtic@I surface. b. Nominal size- 7 inches (178 mm) wide by 12 inches (305 mm) long. 3. ColorC*- --------- 3. At locations where vertical surface will abut top edge of tile, install metal flashing to extend 3 inches C. Fasteners. C. Average exposure, 7 inches (178 mm)wide by 5 inches (127 mm) long. L. Colors- Specified in SCHEDULES Article of this section. (76 mm) up vertical surface, form metal flashing to extend minimum 3 inches (76 mm) ovartile, and 3. Acceptable product: Calais Tile. form 112 inch (12 mm) return hem at edge of metal. D. Underlayment. a. Profile, Flat slab shingle tilei with cratered and irregular surface. M. Special Shapes and Fittings: Supply special shapes and fittings of same material and finish as 4. Form saddle flashings for protrusions through roof in accordance with manufactures instructions. b. Nominal size: 7 inches (178 mm) wide by 15 inches (381 mm) long. adjacent tile, factory-form 9d before firing, as indicated on drawings or specified in manufacturer's E. Waterproofing Membrane. 0. Average exposure, 7 inches (178 mm)wide by 6-1/2 inches (155 mm)long. instructions for project conditions including, but not limited to, the following: G. Fabricated Shoot Metal Items: Install in accordance with shop drawings and SMACNA ASMM. 4. Acceptable product: Colonhal Tile. 1. Hip caps. F. Ice Darn Protection, a. Profile: Flat slab shingle tile, with tree bark textured surface. 2. Ridg a caps, H. Fabricated Sheet Metal Items: Installation is specified in Section 07600. LU b. Nominal size, 7 inches (178 mm) wide by 14-5/8 inches (381 mm) long. 3. Rake edges. G. Flashings and Counterflashings, C. Average exposure, 7 inches (178 mm)wide by6-5/16 inches (165 mm) long. 4. Detached gable rake edges. 1. Cant Strip, Install nominal 1 inch by2 inches by48 inches (25 mm by 50 mm by 1220 mm)wood 5. Acceptable product' Crude Tile. 5. Eave edges Cant strips at eaves. Apply eave flashing and underlayment over cant strip. 1,2 RELATED SECTIONS 8. Profile- Flat slab shingle tile with uneven surface and chipped, round-edged butt 6. Valley edges. b. Nominal size: 6 inches (159 mm) wide by 12 inches (305 mm) long. 7. Termination caps. J. Cant Strip, Install nominal 1 inch by 2 inches by48 inches (25 mm by 50 mm by 1220 mm) Z A. Section 06100 - Rough Carpentry. 0. Aveirage exposure: 6 inches (159 mm)wide 5 inches (127 mm)long. 8. Half tile, press ure-treated wood cant strips directly over underlayment at eaves. spacing 1 inch (25 mm) 6. Acceptable product'. Georgiian Tile. 9. End Bands. apart for drainage. LU B. Section 06200 - Finish Carpentry, a. Profile- Flat slab shingle tile with even hand-splilt wood shake surface. C. Section 07530 - Elastomeric Sheet Roofing. b. Nominal size: 8 inches (203 mm) wide by 15 inches (381 mm) long. 2.3 ACC ES SO R Y MAT ER IAL S K. Nailers- Install nominal 1 inch by 2 inches by 48 inches (25 mm by 50 mm by 1220 mm) pressure- c. Average exposure- 8 inches (203 mm)wide by 6-1/2 inches (165 m m)long. treated wood na ilors as detailed at ridge and hips, directly over undo daym ent. Protect with 7. Acceptable product: Normain Tile. A Underlayment'. CortainTood "Roofers' Select", asphalt-impregnated fiborglass-reinforced organic additional layer of WinterGuard before installing hip and ridge accessory, D. Section 07600 - Flashing and Sheet Metal. I a. Profile: Flat slab rustic-textured shingle tile with sanded surface. felt designed for use on roof decks as a water-resistant layer beneath roofing shingles. 0 E. Section 07710 - Manufactur9d Roof Specialties: Snow guards. b. Nominal size- 7 inches (178 mm)wide by 15 inches (381 mm) long. 34 TILE INSTALLATION C. Average exposure, 7 inches (178 mm)wide by6-1/2inches (165 mm)long. B. Undorlayment, Asphalt-saturated organic felt conforming to ASTM D 226, Type 11, non-perforated, 1.3 REFERENCES 8. Acceptable product- Provimcial Tile. nominal weight 30 pounds per 100 square feet (1 .5 kg/sq m): two layers required. A. Install tile roofing in strict conformance with manufacturer's instnictions. UJ < Lu a. Profile: Flat slab shingle tile. with machine-scored surface and rounded butt. 0 Z A. ASTM A 167 - Standard Specification for Stainless and Heat-Resisting Chromium-Nickel Steel b. Nominal size: 7 inches (1 T6 mm) wide by 15 inches (381 mm) long. C. Underlayment- Asphalt-saturated and coated organic felt conforming to ASTM D 2526, non- B. Instal I first course over cant strip. with overhang. Ld C. Average exposure', 7 inchos (178 mm)wide by 6-1/2 inches (165 mm) long. In fi Plate. Sheet, and Strip. perforated. wit ine mineral surfacing one side, nominal weight 43 pounds per 100 square feet (2.0 1 Do not drive fasteners tightly against tiles, to reduce risk of breakage and to allow natural deck 9. Acceptable product Flat Sliab Shingle Tile kg/sq m). movem ent. U) B. ASTM B 370 - Standard Specification for Copper Sheet and Strip for Building Construction. a. Profile, A nominal 3/8" or 5//8" thick Flat slab shingle tile with a smooth surface. 2. Allow tile to "hang"on its fasteners. < b. Nominal size: 6 inches widEe by 12 inches long. D. Wate rproofing M am brane 3. Provide 3/4 inch (19 m m)to 2 inches (51 rnm) overhang. porm Kting prop or fi ow into gutters, LU 0 0. Average exposure, 6 inche,s wide by 5 inches long. I. Acceptable product: WinterGuard, manufactured by CertainTeed Corporationi. 4. Provide not more than 112 inch (13 mm) overhang, unless gutters are in place. If gutters are used, Z: C. ASTM B 749 - Standard Specification for Lead and LeadAloy Strip, Sheet, and Plate Products. provide just enough overhang to permit proper flow into gutters: provide under-gave tile course or B. Intedocking Clay Roof Tile TFype 2. Characteristics-, Self-adhering rubberized asphalt membrane conforming to ASTM D 1970, with heav�A-gage drp edge with extended hemmed lip to reinforce strength of overhang. D. ASTM C 67 - Standard Test Methods of Sampling and Testing Brick and Structural Clay Tile, I . Acceptable product. American@ Tile. high traction surface, internal reinforcement, and split-back plastic release film . D a. Profile: Flat interlocking tilei with tree bark textured su rface. C. Install each subsequent course with joints centered on tile below, with maximum exposure in each 0 E, ASTM C 387 - Standard Specilication for Packaged, Dry, Combined Materials for Mortar and b. Nominal size- 9 inches (228 mm) wide by 14 inches (355 mm) long. E. Wood Stringers- S4S, maximum 19 percent moisturo content, norr ir.-I 1 inch (25 mm)thick, of course of 13-1/4 inches (336 mm), Wet cuttile at hips and valleys, using masonrysaw with 0. Average exposure: 8-1/4 inches (209 mm)wide by 11 inches (279 mm) long. height required to support tile. Concrete. 2. Acceptable product� ArnericaneXL Tile. diamond blade, F. ASTM C 887 - Standard Specification for Packaged, Dry, Combined Materials for Surface Bonding a. Profile: Flat interlocking tilei with tree bark textured surface. F. Flashing: Torne coated stainless steel, 0.015 inch (0.38 mm)thick stainless steel core material D. At hip and ridge, and on mansard roofs, install bead of adhesive at butt end of each tile, located Mortar. b. Nominal size: 10-3/4 inches (273 mm)wide by 16 inches (406 mm) long. complyiing with ASTMI A 187, Type 304-1 coated with 0.092 lb/sq ft(1-50 g/sq m)tame alloy on both so 0. Average exposure: 10-1/8 iiinches (257 m m) wide by 13 inches (330 mm)long. sides of core metal. it is completely concealed. Install sealant as required at hip and ridge accessories to achieve watertight LL G ASTM C 920 - Standard Specification for Elastomeric Sealants 3. Acceptable product, Classic Tile. installation, a. Profile: Flat interlocking tilewith smooth-textured surface. G. Flashing� ASTM B 370 copper, cold rolled, 16 oz/sq ft (0.56 mm thick), natural ,finish. H ASTM C 1167 - Standard Specification for Clay Roof Tiles. b. Nominal size-. 9 inches (228 mm) wide by 14 inches (365 mm) long, E. Install snow guards where shown and otherwise required by code. 0 C. Average exposure- 8-1/4 iniches (209 mm)wide by I I inches (279 mm) long. H. Flashing', Lead shoot, 2.5 lb/sq ft (1 mm thick)-. complAng with ASTM B 749. 1. ASTM D 226 - Standard Specification for Asphalt-Saturated Organic Felt Used in Roofing and 4. Acceptable product: ClassixXL Tile. 3.5 PROTECTION a. Profile: Flat interkcking tile with smooth-textured surface. 1. Tile Fasteners- Corrosion-resistant'. types and sizes specified in manufacturer's instructions for Waterproofing b. Nominal size'. 10-3/4 inches (273 mm)wide by 16 inches (406 mm) long. indicated uses'and conditions. A. Do not permit traffic over finished roof surface unless absolutely necessary. J. ASTM D 1970 - Standard Specification for Self-Adhering Polymer Modified Bituminous Sheet C. Average exposure: 10-1/8 iinches (257 m m) wide by 13 inches (330 mm)long. Materials Used as Steep Roofing Underlaymgnt for Ice Dam Protection. 5. Acceptable produd� Lanai "ITile. J. CopperWire'. 18 gage (1.2 mm) minimum. B. Minimize traffic over finished roof surface. If necessary, wear soft-soled shoes and walk on the a. Profile� Flat interlocking shiingle tile with sanded, weathered texture surface. "butt" of the tile in orderto avoid breakage. K. ASTM D 2626 - Standard Specification for Asp halt-S atu rated and Coated Organic Felt Base Sheet b. Nominal size: 9 inches (22@ mm) wide by 14 inches (355 mm) long. K. Cement Mortar for Setting Tile: 1 part Portland cement mortar ASTM C 270 Ty�po M and 4 parts Used in Roofing. 0. Average exposure: 8-1/4 iniches (209 mm)wide by 11 inches (279 mm) long. sand. C. Replace tile broken due to improper protection ortraffic control. 6. Acceptable product: Lanai 'Xl_ Tile. L. ASTM D 4586 - Standard Specification for Asphalt Roof Cement, Asbestos-Free, a. Profile: Flat interlocking shiingle tile with sanded, weathered texture surface. L. Grout for Finishing Rake and Eaye Edges: 3.6 SCHEDULES b. Nominalsize., 10-3/4 inches (273 mm)wide by 16 inches (405 mm) long. 1. Mix the following materials in equal parts: M. SMACNA Architectural Sheet Metal Manuel; Sheet Metal and Air Conditioning Contractors' 12;. Average exposure: 10-1/8 iinches (257 mm) wide by 13 inches (330 mm)long. a. Factory-mixed mortar meeting requirements of ASTM C 387, Type N. A. Location: National Association, Inc. 7. Acceptable product- Williarmsburg Tile. b. Factcry-mixed surface bonding mortar meeting requirements of ASTIVI C 887, 1 . Tile: a. Profile, Flat interlocking shingle tile with hand-split shake texture surface. 2. Add mineral oxide pigment to match color of roof tile. 2. Color: 1 .4 SUBMITTALS b. Nominal size: 9 inches (228 mm) wide by 14 inches (355 mm) long. 3. Add water and acrylic additive in accordance with mortar materials m anufacturers'instructions to 3. Texture'. ------- 0. Average exposure: 8-1/4 iniches (209 mm)wido by 11 inches (279 mm) long. obtain correct mix for workabillty. 8. Acceptable product, Williarmsburg XL Tile. A. Subm it under provisions of Section 0 1300. a. Profile: Flat interlocking shiingle tile with hand-split shake texture surface. M. Roof Cement', Asphalt roof cement conforming to ASTM D 4586, Type I or 11, END OF SECTION B. Product Data: Manufacturer's descriptive literature for products specified in this section. b. Nominal size- 10-3/4 inclhe�s (273 mm)wideby 16 inches (406 mm) long. C. Average exposure, 10-1/8 iinches (257 mm) wide by 13 inches (330 mm)long. N. Sealant Used in Lieu of Flashing Cement: ASTM C 920 silicone: p7ovide one of the following: E 9. Acceptable product Imperiial Tile. N 08 C. ShopDrawings, Indicate the following 11 Dow Corning 790 Silicone Building Sealant. Q 1 . Roof tile: a. Profile: Flat interlocking shiingle tile. 2. GE SilProof. b. Nominal size- 10 inches (21154 mm)wide by 15 inches (381 mm) long. co Z 3. Exposure pattern. 9-1/4 inichos (235 mm)wide by 12 inches (304 mm) long. 3� _U C, Average exposure. 0 C b. Locations and configurations of special shapes, C. Screws- No. 8 orNo. 9 brass or stainless steel. flathead Phillips or square drive, not less than 1- 0 10. Ceramic R oof Tiles- Cerami ic slate, complying with ASTM C 1167, Grade 1. 0 :E In c. Locations and configuration of each type roof flashing. a. Weight: 660 pounds per sqluare (32.3 kg/sq m), for normal 13 inch (330 mm) exposure. 2. Fabricated shoot metal items. b. Thickness- Nominal 3/4 inc.h (19 mm), ribbed design. a. Dimensioned profiles. P. Nails forSolidWood Deck, Corrosion resistant copper, brass, orstain0ess steeil: minimum 318 inch b. Locations and extent of each item- include joint locations, 0. Moisture Absorption: Avermge of 1 .0 percent. (9.5 mm) head diameter: shank of minimum 11 gage (3 mm) diarneter and length sufficieritto OWNEMIP AND USE OF DMOK& C. Jointing methods and materials. d. Minimum Cross Breaking Sltrength� 300 pounds. penetrate 3/4 inch (19 mm) into deck but not through the underside. The" drawIngs and Bpedfications Including 0. Color: Slate Gray the Ideas. design and anangernente d. Provisions for prevention of electrolytic action between dissimilar materials. nkpre"MW th"n, or* the pmperty of f. Color: Montpelier Green, East End Deatign Awockfte, LI.C. No part 9. Interface with adjacent construction. Q. Nails for Plywood Sheathing: Slater's copper ring shank nail, 11 gage (3 mm), not less than 1-3f4 thereof shall be copled, diWosed to g. Color: Brunswick Black. inches (45 mm)Iong with 3/8 inch (9.5 mm) head: point must penetrate through underside of deck. othwe or used In connection wIth any h. Color: Slate Red, work gXled =*r than for which thW D. Selection Samples- Two sets of color charts or samples representing manufacturer's full range of I. Color: Plumstone. consent of East End DW9n Assockdn, available colors. 1. Color: As selected by Archiitect from manufacturer's standard colors. R. Wood Nailers and Cant Strips'. Preservative-treated wood, as specil:;ed in Section 06114. UP- EVerification Samples, Three full-size tile samples of each type tile specified, representing actual k. Color Blend: S. Adhesive: OSI Pro-Series RT-600 Roof Tile Adhesive. PF*J NO- color and finish of products to be installed. 1 Slate Gray: __ percent. 1. Do not expose to ultraviolet rays. 866-2005 2) Montpelier Green, __ perccent. 2. Do not allow direct contact with waterproofing shingle underlayment. DIMM W. F. Manufacturer's printed installation instructions for each product, including product storage 3) Brunswick Black- ___percoent, SCAM CMA requirem ents. 4) Slate Red'. _-percent. T. Snow Guards. in = 11_0" 5) Plumstone: percent. G. Closeout Submittals: Warranty documents, issued and executed by tile manufacturer, C. Interlocking Profile Clay Ro*f Tile Type 2.4 FLASHING FABRICATION DAM 06-20-05 countersigned by Contractor. 1 . Acceptable product: Fren&h Tile. RNSION& a. Profile, One-piece deep-flulted tile with deep looks all four sides, A. Form flashing to profiles indicated on drawings and as required to protect roofing materials from 1.5 QUALITY ASSURANCE b. Nominal size: 9 inches (22�8 mm) wide by 16-1/4 inches (412 mm) long. physical damage and shed water and in accordance with manufacturer's instructions for indicated C. Average exposure, 8-1/8 iniches (206 mm)wide by 13-3/8 inches (338 mm) long, project conditions. A. Installer Qualifications: Company specializing in installing roofing of the type specified in this 2. Acceptable product- Nabornal French section, with not fewer then three y9ars of documented experience. a. Profile: A large and clurablea tile with deep looks on all four sides. B. Forrn sections square and accurate in profile, in maximum possible lengths, free from distortion or b. Nominal size: 8-3/4 inches wide by 16-3/4 inches long. B. Mock-Up- C, Average exposure: 7-7/8 iniches by 13-3/8 inches long. defects detrimental to appearance or performance. 1 Construct mock-up using materials specified in this section. 3. Acceptable proclud- 6-inchi Conosera Tile C. Fabricate other indicated sheet metal items as follows- a. A high pro file interlocking tilile. 2. Construct mock-up as directed, at location indicated or directed, b. Nominal size, 6-3/4 inches; wide by 13 inches long, 1. GLAters: SMACNA Plate Number---. 3. Construct mock-up at location indicated or directed, size _ feet by feet m by m -iches wide by 10-3/4 inches long, 0. Average exposure: 5-3/4 ir 2. Conductorheads, SMACNAPI;ate Number 4. Obtain Architect's acceptance of mock-up before beginning construction activities of this section: 4. Acceptable produot' 8-inohii Conosera Tile. 3. Downspouts- SMACNA Plate Number-- accepted mock-up will be standard by which completed work of this section is judged. a. Profile. Interlocking shingle with tapered surface rib. 5. Mock-up may not remain as part of Work. b. Nominal size., 8,314 inohes (222 mm) wide by 13 inches (330 mm)long. D. Fabrication of other indicated sheet metal items is specified in Section 07600. 6. Accepted mock-up may ram ain as part of Work. C. Average exposure: 7-3/4 inches (197 mm) wide by 10-3/4 inches (273 mm) long. C. Pre-installation Meeting: a. A high profile htefiocking tille. PART 3 EXECUTION 1. Convene at job site seven (7) calendar days prior to scheduled beginning of construction activities b. Nominalsize., 11-1/4 inches wide by 17 inches long. of this section to review requirements of this section. C. Average exposure: 9-3/4 inches Yvide by 14-518 inches long. 3.1 EXAMINATION 2. Require attendance by representatives of the following', D, Mission I Pon and CoyerCIlay Roof Tile Type a. Installer of this section. 1. Acceptable producL Straig�ht Barrel Mission Tile. A. Verify that roofing penetrations and plumbing stacks are in place ar," properly flashed to deck b. Other antities directly affecting. or affected by, construction activities of this section. a. Profile'. Barrel tile, pan and I coy or system. surface. 3. Notify Architect four (4) calendar days in advance of scheduled meeting date. b. Pan and cover norninal length- 14-1/4 inches (362 mm). C. Pan and cover average exposure length. 11-1/4 inches (285 mm). B, Vehfy that roof openings are correctly framed. NOTM: 1.6 DELIVERY, STORAGE, AND HANDLING d. Pan and cover norninal length: 16 inches (406 mm ) C. Venfy that deck surfaces are dry and free of ridges, warps, and voids. WIND-BOURNE DEBRIS ANALYSIS 0. Pan and cover average exposure length: 13 inches (330 mm). Design Is to be as follom: A. Store products of this section in manufacturer's unopened packaging until installation. f. Pan and cover norninal le%gth- 18-3/8 inches (466 mm). 1- Roof rafter connecuons from rafter to 9. Pan and cover average exp)osure length, 15-3/8 inches (390 mm). D. Installation in Alpine Conditions: Before application of roof tile in apine conditfons, plans must be ridge and rafter to plate to be 20 gage B. Maintain storage area conditions for products of this section in accordance with manufacturer's h. Pan and cover-to-cover cerntedine width: 1 1-1�2 V)ches (292 mm). pro-approved in writing by the Ludowici Technical Department (800-945-8453)1. strapping with a minimum of six(6)8d nails instructions until installation. 2. Acceptable product: Taperred Mission Tile. 2. Roof sheathing to be 112 Inch at 16 inch rafter spacing-nailing as mquired for Profile: Taper9d barrel tile,, pan and cover system. 3.2 PREPARATION baalc nailing and shear requirements 1 .7 WARRANTY b. Pan and cover nominal length: 16 inches (406 mm). n preparation of acceptable roof dock. canter or 9 W to 10 foot high use C. Pan and cover avarage exp)osure length: 13 inches (330 m m). A. Comply with tile manufacturer's recommendations o 2 x 6 gii-I 6'on center 4. Exterlor two story walls to be engineered A. Special Warranty., d. Straight Pan: Cover-to-cower centerline width of 10 inches (254 mm). design as mquinod I . The Contractor warrants products of this section. as installed, to be in accordance with the Contract 9. Tapered Pan: Cover-to-cowercentedine width of 9-1/2 inch9s (241 mm). B. Broom clean deck surfaces prior to installation of underlament. This building has been desIgned as a pardalty Documents and free from faults and defects in materials and workmanship for a period of 3 years, f. Pan and cover norninal lenggth* 18-3/8 inches (466 mm). enciosed stmdure as defined by the Now York 2. Combine special warranty of this section with products, as installed, of the following sections g. Pan and cover average exp)osurg length: 15-3/8 inches (390 mm). 3.3 PREPARATION State Building Coda.The glazing Is not required to be Impact msiatant to wind-bourne debris. a. Section 07530. h. Straight Pon, Cover-to-coveer centedine width of 10 inches (254 mm). A. Waterproofing Membrane'. b. Section 07600, i. Tapered Pan: Cover-to-cowercentedine width of 9-1/2 inches (241 mm). I. Adhere directly to deck, following membrane manufacturers instructions. 3. Acceptable product, Greek< Tile. 2. Beginning at eave edge, install perpendicular to roof slope. B. Manufacturer's Warranty: Provide tile manufacturer's Yvarranty against defects in product a. Profile: Tapered angular-p(eak covertile and tapered flat pan tile pan and coversystern . 3. Ovelap side joints minimum 4 inches (100 mm): overlap end jointsminimum 4 inches (100 mm), - install additional layer of�Ikwidth membrane parallel to, materials, warranty to include reimbursement for labor required for replacement of defective tiles b. Pan and cover nominal llen�gth: 12-3/4 inches (324 mm). 4. Install additional layer on rough surfaces. for 20-ye�r period, replacement of defective tile materials for 75-year period. C. Pan and cover average exp)osure length- 10 inches (254 m m). and centered on, hips. ridges and valleys d. Pan: Cover-to-cover centefdine width of 12 inches (305 mm). 5. Do not permit plastic cement, orother petroleum solvent-based cements, to come in contact with C. Manufacturer's Warranty: Provide tile manufacturer's 60-yearlimited transferable warranty against 4. Acceptable product, Italiani Tile, waterproofing membrane. defective materials. a. Profile: Curved tile, pan anid cover system. 1 Supplement, Provide supplemental "FirstFifteon Protection" warranty to cover labor and materials b. Cover- Straight. nominal leongth inches mm). B. Ice Dam Protection: WAWNG TTnE- in the event 'of a material defect during the first fifteen years after completion of ceramic slate C. Cover: Tapered, nominal leength inches mm). I . Adhere waterproofing membrane directly to deck. following membrane manufacturer's instructions. application. d. Average exposure length, ._ inches (_ mm), 2. Beginning at eave edge, install porpondicularto roof slope, extendito 24 inches (609 mm)past 2. Transferability Clause- Include clause in warranty giving Owner the rightto transferthe warrantyto a. Pam Straight, cover-to-cower centerfine width of inches mm), _inches mm) long. interior face of extenior wall or as required by regulating building code, whichever is greater. POOL a subsequent owner. f. Pan- Tapered. cover-to-cower conterline width of inches mm), _ inches mm) long. 3. Overlap side joints and end joints minimum 4 inches (1100 mm). 5. Acceptable product, Romain Tile. 4. Install additional layer on rough surfaces-, install additional layer of full-width m embrane parallel to, PAVILION 1 .8 EXTRAMATERIALS a. Profile. Taperecl curved cower tiles and tapered flat pan tiles pan and cover system. and centered on, hips, ridges and valleys. b. Nominal length� 12-3/4 incthes (324 mm). 5. Do not permit plastic cement, or other petroleum solvent-bas9d cements, to come in contact with ROOF TILE A, Provide an additional quantity of roof tile matching tile installed, in the amount of 3 percent of the 0. Average exposure length: 10 inches (254 mm). waterproofing membrane. total installed, but not less than one full carton, for Owners use in roof maintenance, d. Covgr-to-cover centerline vNidth of 12 inches (305 mm). NOTES E. Spanish Roof Tile Type _,.* C. Undedayrrient, I. Acceptable product, 13-1/44 inch Spanish Tile. 1 . Beginning at save edge, install porpendicularto roof slope'. extendminimurn of 4 inches (100 mm) SHEEr NUMBS: PART 2 PRODUCTS a. Profile. One-piece barrel tillo. over gutters and valley flashing, and minimum 6 inches (150 mm) up abuttingvertical surfaces, b. Nominal size: 9-3/4 inches; (246 mm) wide by 13-1/4 inches (337 mm) long 2. Overlap side joints minimum 2-1/2 inches (64 mm). overlap end joints minimum 6 inches (150 mm ). 2.1 MANUFACTURERS C. Average exposure: B-1/4 irnches (209 mm)wide by 10-1/4 inches (260 mm) long. 3. Install second layer parallel to first layer, maintaining specified overlap at gutters, valley fieshings, 2. Acceptable product: 18-3/E8 inch Spanish Tile. and at side and end joints-. locate side joints minimum 18 inohes (457 im m) frorm first layer side A. Acceptable Tile Manufacturer, Ludowici Roof Tile, P,O, Box 59, 4757 Tile Plant Road, Now a. Profile, One-piece barrel tilile. joints, and locate end joints minimum 12 inches (300 mm) from firstlayer end jjoints. Lexington, OH 43764. ASID. 'Tel.- (800) 945-8453. Email: ludowici@saint-gobain.com. b. Nominal size- 9-32/4 inches3 (246 mm) wide by 18-3/8 inches (466 mm) long. 4. Install additional layer on rough surfaces', install additional layer of f0-width umderloyment parallel 10 www.ludowici.com 0. Average exposure, 8-1/4 irnches (209 mm)wide b V 15-3/8 inches (390 mm) long. to, and centered on, hips, ridges and valleys. 5. Fasten sides end ends to deck with fasteners spaced at maximum 6 inches (1!50 mm) on centers. ' ' ' / ' - / , � � , srxx Drawing Description dwg dxf 13" " . 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EL-M -19-inL-alm M OR SE AMUMILM I-39, Composite Steel Floor Deck With Concrete Ledger dwg dxf !FORM CORNER BAR SPACING i 1-40, Precast Hollowcore Floor Bearing dwg dxf 1-41, Precast Hollowcore Floor Bearing dwg dxf O I-42, Precast Hollowcore Floor On Interior Wall dwg dxf 10 1-43, Composite Deck/Slab OWSJ (Perpendicular to Wall) FORM TIE SIDE VIEW FORM TIE SIDE VIEW FORM TIE SIDE VIEW 999 4 13 dwg dxf 11" 5 �" 15" 1-44, Composite Deck/Slab OWSJ (Parallel to Wall) dwg dxf Deck Slab OWSJ Parallel to Wall) dwg dxf 13" 6 17" I 45, Composite / ( Z r atoll dwg dxf W 1-46, Exterior Wood Deck Ledger Board D g 1-47, Beam Pocket dwg dxf W 1-48, Roof Truss Detail With Top Plate dwg dxf 1-49, Roof Truss Detail Direct Bearing dwg dxf 1-50, Steel Roof Joist With Parapet dwg dxf I-51, Steel Roof Joist - No Parapet dwg dxf REWARD WALL SYSTEMS,INC ( rr ' REWARD WALL SYSTEMS,INC 9" 90° CORNER !FORM DETAIL REWARD WALL SYSTEMS,INC 9" 45° CORNER REWARD WALL SYSTEMS,INC g0° CORNER (FORM DETAIL REWARD WALL SYSTEMS,INC ROOF TRUSS DETAIL Q 1-52, Steel Roof Joist - No Parapet dwg dxf 4115South87thStreet �9 sFORM DETAIL 4115soirash 6Street127-1 41155outlt87t6812ed Roof Beam Bearin On Integrated Pilaster dwg dxf tanehe Nebraska 68127-1601 omehe Nebreska 6812,-1601 !FORM DETAIL 4115sout1i67thStte-1 41laSbraskaouth t6812eet O I 53, Roo B g 9 i Omaha, 68127.1601 omehe,Nebroslce 68127-1601 t]mahe,Nebreate 65127-1601 WITH TOP PLATE W 1-54, Gable Roof Framing dwg dxf gone:402.592.7077 elxne:402-592-7077 02.5922.7077 iiRD. �w M• Fuc:402.592.7969 REWA • Fes,402-592-7969' • Phu 402592-7969'II dw dxf ia�./ RD. Fax:402.592.7969 Fes 402.592-7969 'WW I-55, !Form On Poured Concrete Wall g Tod Free: 1-800-468.6344 WALL $YETEME Toll Free: 1-800.468-6344 , WALL �3bjr sa rm `ml1B TuIlFree: l800�{685344 WALL �3Y�TEMB Toll Frai 18004685344 09101/2003 2 ALL �Y®TEM® � WALL SY�TEMB 0910112003 1 Toll Free: 1-800-068.6344 DAM 1-56, Existing Concrete Wall Interace To !Form dwg dxf WSCALE 1-57, Existing CMU Wall Interace To !Form dwg dxf Build Different.Build Better.TM Website: www.rewardwalls.com 061011'12002 1"=1'-0" Build Different.Build Better.Tar Website: www.rewaf wallI T 0610112002 1•=1'-0" Build Different.Build Better.7"' Website: www.rewazdwalls.com 06/01/2002 1"=1'-0" Build Different. Build Better.� Website: www.rewardwalls.com 05/0112001 1"=1'-0" Build Different.Build Better.TM website: www.rewazdwalls.com 05/01/2001 1"=1'-0" � I-58, !Form "T" Wall dwg dxf aA m rs s N ucAL Mn caysraucnatr�rrACnAl:S AM r>E°utaomrrs ALL aErAss start>!r oaseauerm N Ae AxE wnr star m m rAAwv a N Loco.amts oa+s avr+atr PFM.•nCES,AMS terra Aa DErAu 9.4u fir oaa�rn�rtm N Aa wma NM sm XE m VAeAAW N=4 OM CasDr MM MCM AM A xra Au XTAU sHM.L ore Cawsreucrm N=MAW wm sue Lrc V iDutLArA'S.S N LOCAL cacao Cott MIXT at aRAe=AJC MMKIM AU eETAU SM a-CDtrsrAUCrED N ALLY�MK:E NM SM I-59, Pilaster dwg dxf ME m rAruArA:rs N LOCAL CODE;COMM AFD '° "`CErArs srMt �°N ACCORQMAi w'"sva LM r si axsrsu rw R+�IC'II�,S,MO AEeAttf M ar AT&CaLsrALCW 91Der1 N WAWA NU SMMA IC DETAIL N0: I-02 � An�°DrL�MMWXM rr Cr XTAt iCaisrNCIM Mail N WWA4 AE1101110�srs=Nt: DETAIL N0: I-03 ���MMM x � 'AIDW �L>ErK��'N DRAIlFAL ' �s�W. DETAIL N0: I-15 r�� A� r�or Dam L°"sty'""�i� ' °�s�� DETAIL N0: I-48 V PMMMAES WDEAL�SWWNWMA � 1-60, Moderate Hanging Load Detail dwg dxf MMMMMW(rmOi4WNrae WNseer,>MurM>aX DETAIL N0: I-01 AESDMIfRAW maivaWMIA7RN9M"WMsW 1-61, Heavy Hanging Load Detail dwg dxf 1-62, Wall Opening dwg dxf �- 1-63, V-Buck Detail dwg dxf 1)A WINDOW OPENING iS SHOWN BUT A DOOR OPENING /S FRAMED IN A SiMILAR MANNER, its 1-64, !Form Brick Ledge dwg dxf 2)LATERAL WALL BRACING AND iY1NDOW BUCK SUPPORT MEMBERS ARE SHOWN FOR ILLUSTRATION ONLY. ACTUAL BRACING AND SUPPORT CONFIGURATION WiLL DEPEND 1-67, 11" !Form Ledge Form dwg dxf N ]HE REQUIREMENTS OF 1'F>iF SPECIFIC 1-68, 13" !Form Ledge Form dwg dxf 1-69, Ledge Form Wood Joist Detail dwg dxf 1-70, Ledge Form Wood Truss Detail dwg dxf ED I-71, Ledge Form Hollowcore Floor Detail dwg dxf .WIN W BUCK /NST LLA770N PROCEDURE.• SQUARE DOWEL I T DETERMINE THE ROUGH-OPE CORNER 0 1-72, Ledge Form Brick or Stone Veneer dwg dxf Q ROUGH-OPENING SIZE OF THE WINDOW BEiNG " ' Reinforcement dwg dxf INSTALLED. THE ACTUAL OPENING IN THE FORM AUATERlAL iS INTO HOLE IN Worm 1-73, 11 iForm Ledge Form With xLerator Reinforce g CALCULATED BY ADDING TWICE THE THICKNESS OF THE 1-74, 13" !Form Ledge Form With xLerator Reinforcement dwg dxf WIDTH O MEMBERS iO THE REX AWFOPENING FRAMIawrNG AND 1-75, 11" !Form Ledge Form To !Form Transitions dwg dxf WIDTH OF THE WINDOW. FORE ()Fny 1F 2X FT77HE 1-76 13" !Form Ledge Form To iForm Transitions dwg dxf MATERIAL IS USED, ADD THREE T D WIDTH.TO T7tiE ' g WINDOW ROUGH-OPENING HEIGHT AND WIDTH. 1-77, 11" !Form Ledge Form 90 Degree Ledge Miter dwg dxf !FORM 1-78, iForm Radius Walls dwg dxfr. 1-79, !Form Corner Square Dowel Detail dwg dxf REWARD®!FORMS � � V-BUCK V-BRACES, FRONT AND BACK. iForm ATTACH WITH SELF-TAPPING PAN SCREWS !Form CORNER VERTICAL AND HORIZONTAL I BRACES, EVERY 2'-0" ON CENTER.jl--o ell, - rk o Cz7 � pp pE O a ore O ©CAREFULLY LOCATE AND LAY-OUT THE OPENING ON THE A FORM A44TTERAL AT THE DESIRED LOCATION. - O ©CONSTRUCT THE WINDOW BUCK AS ILLUSTRATED (CGA TREATED LUMBER 6 W c Z U RECOMMENDED) OUT OF STRAIGHT, NON-BOWED, CROWNED, OR TWISTED H 0 MATER64L. NOTE THAT THE BOTTOM OF THE WINDOW BUCK /S CONSTRUCTED " x o ;F. OF TWO MEMBERS TO ALLOW A MINIMUM TWO (2) INCH GAP. THiS GAP WILL V-BUCK A 08 � r� ALLOW THE FORMS BELOW THE WiNDOW OPENING TO BE FILLED WITH CONCRETE o v,9 a,u E: ca 40 INSTALL 17-HE WINDOW BUCK FRAMING. PROVIDE ANCHOR BOLTS OR OTHER iFORM ` MEANS TO ADEQUATELY ATTACH THE WiNDOW BUCK TO THE CONCRETE AND STACK THE FORMS TO AND AROUND THE BUCK. OWNERSHIP AND USE OF DRAWINGS- (g)STRAIGHTEN AND SQiUARE THE WINDOW BUCK AND PROVIDE TEMPORARY SUPPORT AND BLOCKING REINFORCING O MELiBERS AS REQUIRED BY OPENING SiZE AND CONCRETE LOAD. CORNER GUSSETS OR OTHER MEANS AS REQUIRED These drawings and specifications including OF MAINTAINING SQUARENESS SHOULD BE PROVIDED. VERTICAL AND HORIZONTAL WALL OPENING the ideas, design and arrangements property SUPPORTS' RECOMMENDED EVERY 2 TO 3 FEET. East e d therein, oci the rC. No of East End Design Associates, LLC. No part ©ADD WALL BRACING 70 THE WiNIDOW OPENING TO KEEP THE WALL FORMS STRAIGHT AND PLUMB. SECTION thereof shall be copied, disclosed to others or used in connection with any © THE FORM IDLES AD,LACENT TO THE WINDOW BUCK MAY BE SEALED WITH DUCT TAPE TO AVOiD BLEED WATER SEEPAGE work or project other than for which they have been prepared DURING THE FORM FILLING PROCESS. w n consent of East End Design Associates, Q AFTER THE CONCRETE HAS CURED, ALL TEMPORARY SUPPORT AND BRACING MEMBERS CAN BE REMOVED. �• ` REWARD WALL SYSTEMS,INC WALL OPENING REWARD WALL SYSTEMS,INC V-BUCK DETAIL REWARD WALL SYSTEMS,INC iForm CORNER SQUARE Pii°'I N0` 4115 South 87th Street 4115 south 87th stred 4115 south 87th snort 866-200 5 NARDe BY- Phone:402lM- 1601 �RDa Oma Fax:42-5 -719271601 RD. I=4C-592-7969 1601 DOWEL DETAIL DRAWN BY, Phone:402-592-7077 Phone:402-592-7077 WALL Y TEM!8 Toll Fra: 1-800-068-6344 0910112003 1 WALSCALE L Y 8 T E M 8 Toll Free: 1-NO 468-6344 09101/2003 2 ` V1IA LL S Y E T L M E Toll Free: 1.800.468-6344 CMA SCALE: Build Different add Better.7m website: www.rewazdwalls.com 06101/2002 1"=1'-0" Build Different.Build Better.Tm Website: www.rewardwalls.com 05!01SCALE ild B 12001 1"=1'-0" Build Different.Buetter.TM Website: www-rewardwaUscom 1111103 -0" . 1"=1' in = is-on me m WZ01mr N LOCAL CODES COWIMCM Plr,'=M WMnUM ALL WrAU X411 BE CCtd7pIM N AMMOAMT"rR 20 RE m VAkY4M N LOOP.CODE$ODMrrM6CrK,7fr PrrAsrira,Ara EMWEAe 1S All cErAcs sruu AE GMME CO N=MAW irar suer ME m WWW N LOCAL CM CCl6rRUCriOlr PRACrrcES A*AEOLetElVM ALL DETiiiS see&N OOrlStWO N ACCaOMM VW SM LOM� Tm Ara r ors r O XMI coetssmLCDatMW N auWA iWL samis INC DETAIL N0: I-62 mi cmamw ffmm"t OFXTAL CWM=S""�ii4 ",N W1�N° DETAIL N0: I-63 �,�� Amt � int`° =711"W'"D�eN4 WNW mil st="` DETAIL N0: I-79 DAM, eESEM AE WIT m MW NF�IClA=51%0 MW MDrICE 06-20-05 REVISIONS: NOTES: WIND-BOURNE DEBRIS ANALYSIS Design Is to be as follows: 1. Roof rafter connections from rafter to ridge and rafter to plate to be 20 gage strapping with a minimum of six(6)8d nails 2. Roof sheathing to be 1I2 Inch at 16 Inch rafter spacing-nailing as required for basic nailing and shear requirements 3. Walls-8 foot high-2 x 4 at 16"on center or 9 foot to 10 foot high use 2 x 6 W-1 6*on center 4. Exterior two story walls to be engineered design as required This building has been designed as a partially enclosed structure as dented by the New York State Building Code.The glazing Is not required to be impact resistant to wlnd-boume debris. DRAWING TITIZ- POOL PAVILION REWARD WALL DETAILS SHEET NUMBER: 11 SEAL: P E C I E I E EOR CONSTRUCTION USE A MINIMUM OF ALTERNATE RIDGE STRAPPING SIMPSON STRONG TIE CONNECTORS S TWD 8d NAILS THIS DETAIL TO BE USED IN ALL BUILDING CONSTRUCTION NOTES: GENERAL NOTES: SIDE OF TRUSS, CATHEDRAL LOCATIONS. DOUG-FIR LARCH S0. PINE UPLIFT TOTAL FOUR m ° SE A MINIMUM OF SIMPSON MSTA24 STRAP TIE ALLOWABLE LOADS 1•2 LOAD 8d NAILS TWO 8d NAILS THIS TO BE INSTALLED 16" oc OCT 2 2 FASTENERS LATERAL WITH INTO TRUSS SIDE OF TRUSS. (ON EVERY RAFTER) i GENERAL: CARPENTRY: Provide double joists under all partition walls unless otherwise noted MODEL GA UPLIFT UPLIFT (133/160) NAIL}" CODE d the American Forest and Pa N0. TOI TO AVG NAILS REF. TOTAL FOUR , /. ° 1. All construction work shall comply with the Building Code of New York State,an per Provide typical energy corners+interior/1partitions. RAFTERS/ PLATES STUDS ULT. (133) (160) F F2 160) I/ 8d NAILS Association AF&PA)Wood Frame Construction Manual(WFCM)for One-and Two-Family Dwellings,2003 SBC Fireplace-provide support for hearth as r0quired rRuss INTO rRuss _ >e ( ,� ,r CONNECREFER TORS ORS MOANUTAL FOR ALL FOOT 00 CONSTRUCTION s PROVIDE 2x6 COLLAR TIE High Wind Edition. Sill plates are to be 2 x 6 treated 40 year TCCA with sill sealer. H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 I m e s_ UNDER RIDGE - 16" oc. Provide sill sealer-below termite shield. PROPER INSTALLATION PROCEDURES / _ FACE NAIL USING (4) c. NAILS TO EACH END OF COLLAR TIE UNDER RIDGE - 16" oc. 2. All work shall comply with the New York State Energy Code- 2"x 6"- 16"oc exterior walls. A. It shall be the contractor's responsibility to submit the size,design,and type of mechanical systems which will be 211 x 4"- 16"oc interior walls-unless notetd otherwise. H6 16 8-8d 8-8d 3983 915 950 650 5, 44 Department All wall studs are to be#2 or better Douglas Fir-Larch. 8 O ° ° FI ° ° ° o used in sufficient detail as required by the Building epartm FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) 8 AIL o `('/��/,j} "j � •� ° ° ° o �..f B. Insulate all supply&return ducts and piping as required by code. All other framing members are to be#2 or better Douglas Fir-Larch or otherwise noted. DIMENSIONS TO (TOTAL) AVG LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE PLATES °m° C. All windows,door sills,openings,etc. shall be caulked and weather stripped Provide solid blocking beneath all bearing points. MODEL GA ULT. LFTAZ EFTA REF. EIGHT_-, TWD ° N0. MAX. CLEAR 3„ 32„ 12- �„ � 8d NAIL Provide structural metal connectors as regtuired in all conditions as per state and local codes. WIDTHSPAN L QTY DIA 12" 2" 22 2" 2 3" 31' 8d NAIL smoke alarms. Single and multiple-station smoke alarms shall be installed in the following otherwise noted INTO INTO ° "All n smo Openings to have(2)2 x 10 headers-unlerss STUD Simpson Strong-Tie PLATES DETAIL 3. Single and multiple-statin � locations: Lag bolt all steel columns to girders in celliars,crawl spaces and basements. 1205 1400 5, 44, 85 H7 EIGHT LFTA 16 24" 17" 38�" 16-10d - 4200 8d NAIL / 1)In each sleeping room. 3/4"cdx subfloor. INTO / 2 Outside of each to sleeping area.in the immediate vicinity of the bedroom. 1/2"cdx roof sheathing.(5 ply) DOUG-FIR LARCH / SO. PINE STUD Simpson Strong-Tie �p�, 2 ALLOWABLE UPLIFT LOADS a H7 3)On each additional story of the dwelling,including basement and cellars but not including crawl spaces and 1/2" cdx exterior wall sheathing FASTENERS MODEL L AVG 10d 10d x 1 i" CODE LFT A uninhabitable attics.In dwellings and dwelling units with split levels and without an intervening door between the Provide fire blocking in all walls and floorm as required by state and local codes. NO ULT. REF. LFT A adjacent levels,a smoke alarm installed on the upper level shall suffice for the adjacent lower level provided that the 1 od 1 od x 12" (133 / 160) (133) (160) below the level. CONCRETE: LFT A lower level is less than one full story b upper DETAIL "M" W Contractor is to verify soil load bearing capacity prior to construction. MTS16 16 14-10d 14-1 Od x 1 3116 1000 840 1000 3. 41, 128 4. Engineer is not responsible for the supervision of construction• General Contractor must verify all dimensions and Strength of walls=3,000 PSI at 28 day ASTM C-44 ready mix concrete as per Residential Code of New York State- 840 before construction or fabrication. Engineer is not responsible for any changes without written prior approval All footings,foundations,etc. shall rest om undisturbed soil• MTS20 20 14-10d 14-10d x 1 3116 1000 840 1000 3, 41, 128 Footings shall be 48"below finished grade-minimum. 5. Do not scale drawings. All footings,foundations shall be formed. LST2o Z Provide reinforcing buttress on any wall mver 20 long,2-0 below final grade. 20 12-10d 12-10d x 1 " 2383 775 720 720 3, 41 SHEATHING NOTES: TE S: content of these drawings only. He shallnotbe heldresponsible for any 2'-0"x 8"with 3-#5 rebar on 16"x 8"comcrete footing) DOUG-FIR-LARCH I•• ALL SHEATHING E F NAILED IN ACCORDANCE WITH THE 6. The engineer shall be responsible for the c0 g mall not be held responsible for the design or ( NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER W Foundation Waterproofing and Damp procofing-as per section R406 of the State Building Code. TYPE OF DIRECTION S0. PINE CODE materials,workmanship, means or methods of construction. The engineer sP ALLOWABLE LOADS REF. ASSOCIATION(AF & PA) WOOD FRAME CONSTRUCTION MANUAL installation of materials and equipment: Electrical,Plumbing,Heating,Ventilation,Air Conditioning,or any Other System MODEL TIO NEC- OF LOAD FLOOR ROOF (133/ I•• No. TION (100) (125) 160 (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC not specifically contained in these drawings. ELECTRICAL: HIGH WIND EDITION. Q o pe y G 515 645 670 Keep boxes 5"minimum from edge of bolx to rough opening. I construction is to conform to the National Electric Code,Residential Code of New York State,Building Code of Electric construction is to conform to the]National Electric Code,New York State Building Code,and LIPA. LrP4 s J 515 645 670 6, 39, 97 (1) SHEATHING TO BE NAILED TO CCA SILL Y 7. Electric York State and LIPA. Provide smoke detectors as per state and Vocal codes. H 515 645 670 (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM � New , o (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES O MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS""' (133) HOEDOWN DEFLECTION CODE °° o. (4) SHEATHING TO BE NAILED TO TOP PLATE Plumbing is to conform to the County and Local Health Department requirements,and Residential Code of New York PLUMBING: STUD 2.3 DEFLECTION AT HIGHEST I ° ~ AVG LENGTH OF BOLT AT HIGHEST REF. 8. Plum g ° MODEL MACHINE ULT. IN VERTICAL WOOD MEMBER ALLOWABLE Supply pipes in walls(for toilets)at 3"from plywood NO. ANCHOR BOLTS ALLOWABLE LOAD DESIGN ', ° ° State,Building Code of New York State. °° BASE BODY HB SB W H B SO CL DIA-- e DESIGN � NOTE: Plumbing is to conform to the county and[local health department requirements and New York State Code. GA GA QTY DIA 3" 3 " 52" LOAD WHEN RAISED OFF ', I ° °° of New York State,Building Code stacks thin roof at reariofhousewheneverpossible.spraytomatchroofshinglecolor. 12" 2 22 THE SILL PLATE ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO O z 9. All heat producing equipment shall be installed in accordance with Residential Code All wall stat penetrate ugh HAVE A CAPACITY EQUAL TO 0 R GREATER THAN THE REQUIRE D of New York State aIICliriaents shall specifications. HD2A 16 12 46" 22" 2J" 8" 2�" 1 " 2 9' 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 AMOUNT CALCULATED FOR EACH CASE. FEMA requirements and NYS Code as required. DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS NOTE: 10. All electrical and mechanical equipment is to be elevated to FMODEL AVG DF / SP CODE rn N0. W L STUD PLATE ULT. REF. PROVIDE SOLID BLOCKING IN ALL FLOOR JOISTS AND RAFTERS AS � V (133)2 (160) REQUIRED BY THE BUILDING CODE OF THE STATE OF NEW YORK, of Professional 885 AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) W O 11. Limitation t3' By acceptance and use of these plans the owner/builder/agent agrees to limit the liability of East End Design SHEATHING N 0 TE S: sP4 3 7 " 6-10d x 12" 2917 735 7, 40, 127 LTP4 DETAIL "B" of such that thetotala gate liability of East End ALL SHEATHING TO BE NAILED IN ACCOIRDANCE WITH THE WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO Associates,LLC.,and their draftsmen due to neglect,acts o �e DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. (� o NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER MODEL REF. LTP4 L Design Associates,LLC.,and there draftsmen shall not exceed 50%of the total fee for services rendered on this project ASSOCIATION(AF & PA) WOOD FRAME CONSTRUCTION MANUAL NO. GA W L NAILS FLOOR (133) (160) excluding East End Design Associates,LLC.'s expenses such as blueprint copies,reimbursed fees,etc.. (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC 16-10d 905 1205 1295 7, 4b 90 Simpson Strong-Tie NOTE: LSTA2t 20 t 21 EAST END DESIGN ASSOCIATES, LLC. AND ITS ASSOCIATED ENGINEER HAVE HIGH WIND EDITION. MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE der federal co tlaw. No plan maybereproducedor door-to-door Connections NOT BEEN RETAINED TO INSURE PROPER INSTALLATION E. ANY 12. All of our floor plans and elevations are protected un pyngh (1) SHEATHING TO BE NAILED TO CCA SILL NO. GA w L NAILS FLOOR (133) (160) MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE. reconstructed without written permission. (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM MSTA24 18 1 24 1 - 1025 1370 1640 7, 40, 90 h flood zone requirements,etc. (3) SHEATHING TO EQUALLY SPAN 2ND, FLOOR AND ATTIC TOP PLATES TOTAL ALLOWABLE TENSION LOADS NAIL CODE as 4 SHEATHING TO BE NAILED TO ]OP PLATE MODEL L FASTENERS SPACING REF. ALL ROOF SHEATHING IS TO BE FASTENED AND INSTALLED TO MEET 13. Owner/Contractor must verify any site specific requirements for the construction such ( ) 0 R EXCEED ALL REQUIREMENTS 0 F THE BUILDING CODE OF NEW YORK STATE, N0. END GA CUT LENGTH (TOTAL) oc. (LENGTH L (looj (133 / t6a)2 AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT 14. Acceptanceofthesedrawingsdoesnotauthorizetherighttobuildwithouttheauthorizationoflocalgoverningagencies, NOTE: cels t5o' 14" 1s CLEAR SPAN +31" 28-8d 1235 1650 21 ARE TO BE TOP MOUNTED UNLESS OTHERWISE WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY u ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO 7, 40„ 90 NOTED. FAILURE TO COMPLY WITH ALL NOTES such as Suffolk County Dept.Of Health Services,Town Building Departments,DEC,FE1VIEli,etC. Verify allcoIIditions, HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED DIMENSIONS FASTENERS DWELLINGS, 2001 SBC HIGH WIND EDITION. AMOUNT CALCULATED FOR EACH CASE MODEL ON. 0 -FIR AR H PIN L WA A ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION codes,andrequirementswith such agencies prior to construction. No GA HEADERS AVG UPLIFT FLOOR (100) SNow (115) ROOF (125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES O W H B 1od 16d Joisrs ULT. (133) (160) 10d 16d 1od 16d 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. ALL PLYWOOD SHEATHING IS TO STAGGER FLOOR JOISTS AND TOP PLATE TO GABLE STUDS (SEE LAYOUT). 15. Owner/Contractor must verify all notations and construction specifications and ensure that all construction meets or NOTE: LUS46 18 3 " 44 2 PROVIDE SOLID BLOCKING IN ALL FLOOR JOISTS AND RAFTERS AS 4-16d 4-16d 6076 1140 1160 1000 1150 1250 7, 40, 127 PROVIDE EI HGAIOKT ON exceeds the Building Code of New York State,and the American Forest and Paper Association(AF&PA)Wood Frame REQUIRED BY THE BUILDING CODE OF THE STATE OF NEW YORK, 14 3y" 9J 2 8-16d 8-16d 6076 1755 2105 1650 1900 1-1206511, 36, 84, 122 SIDE OF CEILING JOIST ALL PLYWOOD IS TO BE NAILED TO TOP PLATES UNDER RAFTER TAILS. Construction Manual(WFCM)for One&Two Family Dwellings,2003 SBC High Wind Edition. AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) HUS210-2 WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO DOUG-FIR LARCH SO. PINE ALLOWABLE LOADS AND ON SIDE OF RA FAMILY DWELLINGS, 2001 SBC HIGH WAND EDITION. FASTENERS UPLIFT LATERAL CODE 16. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, MODEL AVG UPLIFT (133/160) REE. such as Suffolk County Department of Health Services,Town Building Departments,DEC,FEMA,etc. Verify all NOTE: No. GA ULT. EAST END DESIGN ASSOCIATES, LLC_ AND ITS ASSOCIATED ENGINEER HAVE TO RAFTERS TO PLATES TO STUDS (133) (160) F F2 agencies prior to construction. 1610 Z Conditions codes,and requirements with suchg p NOT BEEN RETAINED TO INSURE PROPER INSTALLATION OF ANY HGAI OKT 14 4-SDS "x12" 4-SDS "x3" 1523 435 435 1165 940 F o MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE. 17, Any discrepancy on this plan is to be brought to the attention of the Engineer immediately for Re-Design. ALL ROOF SHEATHING IS TO BE FASTENED AND INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) o WOOD FRAME CONSTRUCTION MANIUAL (WFCM) FOR ONE AND TWO FAMILY USE A MINIMUM OF T S O LTS20 W DWELLINGS, 2001 SBC HIGH WIND EDITION. TWO 8d NAILS THIS M SIDE OF TRUSS, o_ ALL PLYWOOD SHEATHING IS TO STAGGER FLOOR JOISTS AND TOP PLATE TO TOTAL FOUR ° �• m ° Bd NAILS GABLE STUDS (SEE LAYOUT). INTO TRUSS STU ALL PLYWOOD IS TO BE NAILED TO TOP PLATES UNDER RAFTER TAILS. �I = ,-SIMPSON TAKE-UP WASHER rrr0 Simpson Strong-Tie Z ° ART x12 HGA10 CRITERIA TWO °a o CLIMATIC AND GEOGRAPHIC DESIGN CR I ° E 8 WINTER ICE SHIELD IN NAIL / SUBJECT TO DAMAGE FROM EXPOSURE PLA r( ° A a� GROUND WIND SEISMIC S DESIGN UNDERLAY- FL00)D WIND E °• PLATES SNOW DESIGN FROST LINE TEMP. MENT REQUIRED HAZAFRDS CATEGORY z TERMITE DECAY EIGHT t� t� �Y o RING DEPTH ® - CATEGORY WEATHERING ,� C S P 4 �3 LOAD SPEED (mph) ATE 11 degrees YES 198 /11998 IN NAIL 120 (mph) B SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 9 INTO DETAIL K �m Z o�L a�- 45 lbs/sgft ( P ) STUD _ o"�^'o L a nn aw o° DESIGN CRITERIA ° MINIMUM UNIFORM DISTRIBUTED LIVE LOADS PRESCRIPTIVE DESIGN (in pounds per square foot) I 1 ° LFTA L� S T A 2 1 - OWNERSHIP AND USE OF DRAWINGS: USE LIVE LOAD DEAD I_O�AD °° STU 5., USES(s) AND OCCUPANCY CLASSIFICATION(s) USIMPSON 8 \ °° SI M P S 0 N These drawings and specifications including the ideas, design and arrangements ° represented therein, are the property of TAKE-UP WASHER East End Design Associates, LLC. No part USE OCCUPANCY EXTERIOR BALCONIESo 60 10 thereof shall be copied, disclosed to D• ° others or used in connection with any work or project other than for which they RESIDENTIAL R-3 ( ) 40 10 ART -x12 DECKS f ° ART5'X� 2 have been prepared without written 8 consent of East End Design Associates, ° TYPE OF CONSTRUCTION (CHAPTER 6) PASSENGER VEHICLE GARAGES (a) 50 (a) 10 CNW- ft it COUPLER NUT DETAIL E Equal number Of ° PROJECT NO: 05 TYPE GROUP ATTICS WITHOUT STORAGE (b,e) 10 10 specified nails in 866-20 each end Simpson Strong-Tie DRAWN BY: CMA V B ATTICS WITH STORAGE (b,e) 20 10 i'• C S 16 SCALE: HEIGHT AND FIRE AREA ROOMS OTHER THAN SLEEPING ROOMS 40 10 DETAIL "H" DATE: 06-20-05 HEIGHT FIRE AREA SLEEPING ROOMS 30 10 ART -x12 REVISIONS: 08-03-05 HEIGHT, BUILDING. STAIRS 40 (C) 10 THE VERTICAL DISTANCE 00 03-21-06 FROM GRADE PLANE TO UNLIMITED AREA THE AVERAGE HEIGHT 3 STORY GUARDRAIL AND HANDRAILS (d) 200 (c) 10 ° ° OF THE HIGHEST ROOF AS PER TABLE 503 SURFACE = 13'-11" ° a AS PER SECTION 502 OF ROOF 30 10 MTS16 ° MTS16 THE BUILDING CODE OF NEW YORK STATE. I HD2A L BE CAPABLE OF SUPPORTING A 2!,000- NOTES: a) ELEVATED GARAGE FLOORS SHALL- RE-INCH AREA. STU 5��- POUND LOAD APPLIED OVER A 20 SQUA8 o SIMPSON WIND-BOURNE DEBRIS ANALYSIS LUMBER SPECIES AND GRADE b) NO STORAGE WITH ROOF SLOPE NOT OVER 3 UNITS IN 12 UNITS. ° TAKE-UP WASHER Deeignistobeasconnec 1. Roof rafter connections from rafter to ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER c) INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY °° DISTRIBUTED LIVE LOAD OR A 300-POUND CONCENTRATED LOAD ,AC,TING ° ridge and reRertoplate to gage WHICHEVER PRODUCES THE (,GREATER � streppingwHhaminimum ofsix(6)8d ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER OVER AN AREA OF 4 SQUARE INCHES, a nail STRESSES. •�I 2. Roof sheathing to be 112 Inch at 16 inch Simpson Strong-Tie ratter spacing-nailing as required for nd r require d) A SINGLE CONCENTRATION WITH WOOD TRUSSES SHALL BE DESIGNED`? IN LUS46 I balls-8fng high- x4at1IS'onis ACCORDANCE WITH SECTION R802.10.1. CNW- •;I 3. Walls-Stoothlgh-2x4at16'on COUPLER NUT- I I ® 2reras"oon high use e) SEE SECTION R502.2.1 FOR DECKS ATTACHED TO EXTERIOR WALLS HD2A 4. Exterior two story walls to be engineered Simpson strong-TTie STV 8 - ® design as required TABLE R402.2 i o ythe Now York MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE SIMPSON s I •ihlstwildinghasbeendeaignedasapartially MIN TAKE-U P WASHER enclosed structure as defined b DETAIL tiFlt o b be ImState pact resistant to wind-bournegdeIs rot l red MINIMUM SPECIFIED ►�+ °°°°°° AREAS OF STRUCTURE COMPRESSION STFRENGTH (a) (fc)' DETAIL A� "I" ° 0 o0 °°° o CRAWL SPACE / SLAB NA TYPE OR LOCATION OF CONCRETE CONSTRUCTION WEATHERING IPOTENTIAL ART -x12 BASEMENT 395 sq. ft. SEVERE (b) °oo B P 1r. FIRST FLOOR NA SECOND FLOOR NA BASEMENT WALLS, FOUNDATIONS AND OTHER THIRD FLOOR NA CONCRETE NOT EXPOSED TO THE WEATHER 2,500) (c) BALCONY NA I 5„ ��,NCHOR BOLTS 8 LOFT NA 2,500D (c) NA BASEMENT SLABS AND INTERIOR SLAB ON ATTIC (HOUSE)(c) GRADE, EXCEPT GARAGE FLOOR SLABS II I Imo, SP4 SIMPSON ATTIC (HOUSE)(b) NA S P 4 GARAGE NA COUPLER NUT LTP4 ATTIC GARAGE a NA BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND WINDLOAD BONUS ROOM NA OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 3,000) (d) CHARTS & CALM STU -- LSTA21 SIMPSON LTP4 SCREENED PORCHES NA °,° °° SIMPSON NA S EXPOSED TO TAKE-UP WASHER LSTA21 Strong-Tie LTP4 SUNROOM HEATED PORCHES, CARPORTS AND STEP 3,5000 (d) NA HER AND GARAGE FLOOR SLABS HUS210-2 STRONG TIE DECKS THE WEATHER, DETAIL "C" COVERED PORCHES NA a Simpson Strong-Tie DETAILS AND COVERED ENTRANCE NA L HOUSE CABANA 395 sq. ft. FOR SI: 1 POUND PER SQUARE INCH + 6.895 kpa ® LOCATIONS Poo Floor-to-door Connections ACCESSORY STRUCTURE NA (a) AT 28 DAYS PSI (b) SEE TABLE R301.2(1) FOR WEATHERING POTENTIAL (a) WITHOUT STORAGE (c) CONCRETE IN THESE LOCATIONS THAT MAY BE AIR-ENTRAINED CONCRETE ENTACOCORDANFREEZING CE WITHAND FCOOT,NOTEING D(DURING WINDLOAD (b) WITH STORAGE CONSTRUCTION SHALL BE AIR EN (d) CONCRETE SHALL BE AIR ENTRAINED. TORAMORE TOANE7TPERCENTNT BY VOLI.UME OF CONCRETE) REQUIREMENT SHALL NOT BE LESS THAN 5 PERCENT (e) SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. DETAIL ttTtt tt tt DETAIL "G" J CLIMATIC AND M DETAIL D 111,11 GEOGRAPHIC ALL TABLES ARE FROM Simpson Strong-Tie DETAIL THE AMERICAN FOREST & PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAkL, R❑D SYSTEM DESIGN CRITERIA FOR ONE AND TWO FAMILY DWELLINGS 8` 2001 EDITION GENERAL (PRESCRIPTIVE DESIGN) N❑ SUBSTITUTIONS NOTE All framing hardware shown on these plans, unless otherwise indicated, is Simpson Strong-Tie, stitutions are approved or authorized, /�� C)� NE>. � `; NO sub pp ��\,c DE�fi�--C SHEET NUMBER: f fromin hardware to elationshi s o , ,� Due to the r p 9 the other components of the structure, any framing _ hardware substitutions will render these plans null and void, and will result in the instal(er/contractor 2`S' • 1. F,0 �o� 0i..``' assuming responsibility for the design and N 1 performance of the entire system, �'OFESS�� ALL TABLES ARE FROM THE AMERICAN FOREST & PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS 2001 EDITION (PRESCRIPTIVE DESIGN) SEAL: W V Z W ALL ROOFING, SHEATHING, ROOF VENTING, ETC. SHALL BE DONE IN ACCORDANCE WITH MANUFACTIURER'S SPECIFICATIONS (LUDAWICI ROOF TILE) Q I LL. O WSW a O z 7-6" HALF ROUND COPPER GUTTERS WITH STRAIPS (32" oc) UJ —6" HALF ROUND COPPER GUTTERS WITH STRAPS (32" oc) I WITH 3" DIA. LEADERS PIPED TO DRYWELLS WITH 3" DIA. LEADERS PIPED TO DRYWELLS -3" DIA. LEADERS PIPED TO DRYWELLS 0 3" DIA. LEADERS PIPED TO DRYWELLS O \ II iI = 1 CIO A A OPEN PAVILION OPEN PAVILION r –6" I � –6" el. 36"-9 5/8" (finished floor) UM el. 36'-9 5/8" (finished floor) I 2" MfASONRY FINISH COURSE 2" MASONRY FINISH COURSE 0 �j TO DRYWELL z 0 c� 0 t TOP OF GRADE AT PAVILION = el. 27.5' +/– (VARIES) w EAST ELEVATION SOUTH ELEVATION a U O � Z 0 � A00 a00 3 0 ' W �o(10 �E Z Z2'Q "U 0 c'o ® W 0 M a L 0_hN QW OWNERSHIP AND USE OF DRAWINGS: These drawings and specifications including the ideas, design and arrangements epresented therein, are the property of East End Design Associates, LLC. No part thereof shall be copied, disclosed to others or used in connection with any ROOF VENT AS REQUIRED (ON BACK ONLY) work or project other than for which they have been prepared without written consent of East End Design Associates, LLC. PROJECT NO: EXHAUST HOOD VENT 866-2005 DRAWN BY: ALL ROOFING, SHEATHING, ROOF VENTING, ETC. SHALL BE DONE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS (LUDAWICI ROOF TILE) CMA SCALE: 1/49' = 1'-0" DATE: 06-20-05 REVISIONS: I� 08-03-05 03-21-06 6" HALF ROUND COPPER GUTTERS WITH STRAPS (32" oc)— it 6" HALF ROUND COPPER GUTTERS WITH STRAPS (32" oc)— WITH 3" DIA. LEADERS PIPED TO DRYWELLS WITH 3" DIA. LEADERS PIPED TO DRYWELLS ,- 3" DIA. LEADERS PIPED TO DRYWELLS 3" DIA. LEADERS PIPED TO DRYWELLS -� --_-� L OPEN PAVILION ---- - I — I el. 36'-9 5/8" (finished floor) 2" MASONRY FINISH COURSE el. 36'-9 5/8" (finished floor) 2" MASONRY FINISH COURSE I I i I TO DRYWELL TO DRYWELL NOTES: i WIND-BOURNE DEBRIS ANALYSIS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Design is to be as follows: 1. Roof rafter connections from rafter to ridge and rafter to plate to be 20 gage strapping with a minimum of six(6)8d TOP OF GRADE AT PAVILION = el. 27.5' +/– (VARIES) nails 2. Roof sheathing to be 1/2 inch at 16 inch rafter spacing-nailing as required for TOP OF GRADE AT PAVILION = el. 27.5' +/– (VARIES) basic nailing and shear requirements 3. Walls-8 foot high-2 x 4 at 16"on center or 9 foot to 10 foot high use NORTH ELEVATION 2 x 6 at s r q center 4. Exterior two story walls to be engineered WEST ELEVATION design as required This building has been designed as a partially enclosed structure as defined by the New York State Building Code.The glazing is not required to be impact resistant to wind-bourne debris. DRAWING TITLE: o� POOL ��� PAVILION WIND-BOURNE DEBRIS ANALYSIS `= ELEVATIONS Design its to be as follows b72��G� 1. FRoof rafter connections from rafter to ridge and rafter to plate to be 20 gage str ith a EET UMBER: rminimum of six (6) 8d nails 2. FRoof sheathing to be 1/2 inch at 16 inch rafter spacing - nailing as required for basic nailing and shear requirements 3. Walls - 8 foot high - 2 x 4 at 16" on center or 9 foot to 10 foot high use 2 x 6 at 16" on center 4. EExterior two story walls to be engineered design as required This bu'uilding has been designed as a partially enclosed structure as defined by the New York State Building) Code. The glazing is not required to be impact resistant to wind-bourne debris. SEAL: B A B A 28'-0" 28'-0" —5'-3" 5'-.3 3 7. 0„ 75'-3„ 5'-3„ F573 -- -------------------- 7'-0" 5'-3„ 5'—3....... -----------------75'-3 UPPER, RETAINING WALL I I PROV w LL T.W. = 36.3' B.W. = 30.0' UPPER RETAINING 1�VA 0- CONNECTION TO OOL CABANA PROVIDE REBAR FOR (FINISH 36.8') o T`JI1. = 36 3 B.'W. = 30.0 FOUNDATION � (FI�aISH 36.8') CONNECTION TO POOL CABANA o FOUNDATIOI',I IUn - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - \� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - -- - - - - - \� - - - - - - 3" w X 4'-0" h W — — — full opening W enin — — — — — — — — — — — — — — — — - - - - - - - - - _- - - - - - - - - - � - - - - #5 REBAR FORI PA REBAR FOR _ — — — — — — Iff,l'- F PATIO CONNECTION 1 PATIO CONNECTION4 coNDUIT cPA26'-0" 1 D ID I WR18 - 1Y2" CORRUGATED METAL DECKING 4 coNDulr SPARE U40 DOUIBLE DOOR I 1 - '� w/ 4" POURED CONCRETE SLAB(VERIFY DIIMEE O OR I ! 1 I w/ #5 REBAR - 6" oc BOTH DIRECTIONS 1 PUMP SET IN V—BUCK 1 I — — — — — — I Z _ _0 (2) 16" x 8" VENTS (2) 16" x 8" VENTS I I \\ 0 1 @ 12" AFF, 1 @ 6' AFF 1 @ 12" AFF, 1 @ 6' AFF — - - - - - - - - - - - - - - - - - - - - - \\�, 1 - - - - - - - - - - I W L — — � TF 0 ° Ln - - - - - - \\0 1 I I TO HOUSE - - - - - - - - - - - -- - - - - - � r - - - I 4 CONDUIT ELECTRIC SERVICE2'-0" 4 CONDUIT IRRIGATION OO -0"� \� I 4 CONDUIT LOW VOLTAGE WIRING PHONE AUDIO VIDEO SECURITY ETC 13'-4" 5 —8 4 CONDUIT IRRIGATION C I WR18 - 1Y2" CORRUGATED METAL DECKING 1 C 4 CONDUIT LOW VOLTAGE WIRING PHONE AUDIO/VIDEO SECURITY ETC TOP FINISH PATIO el. 36.8' (36'-95/8") 4 CONDUIT SPARE G W/ 4 POURED CONCRETE SLAB 00 4 CONDUIT (WATM SERVICE SIDEARM TOP OF SLAB e 36'-5" 4 coNDUIT SPARE \ I w/ #5 REBAR - 6' oc BOTH DIRECTIONS 1 C HEAT 1 4 CONDUIT HEAT LINES TOP OF WALL e . 35'-1 lY2" 4 CONDUIT SPARE EXCHANGER 1 #5 REBAR FOR 4 CONDUIT PEAT LINES TOP OF PIPE SLEEVES el. 33'-9%" I \\ co IO REBAR FOR I TOP OF PIPE PATIO CONNECTION I 1 PATIO CONNECTION Q W 4 c ND IT Au o L SLEEVES ARE TO BE SPACED 4" HORIZONTALLY ILU < 20'-0" el. 34'-35/8 \\ — — — — — — — — — — — 4 CONDUIT SPARE 1 L r i 411 CONDUIT SPARE) " 4 1 o TOP FINISH PATIO el. 35.8' (36'-95/8") 1 0 I o 1 oN eq k \\ I o 0 o 0 0 0 a _ _ — — — — — — — — — J 24" x 12' POURED CONCREETE FOOTING W_ TOP OF SLAB el. 36'-5" y �N L- - - - - - - - - - — TOP OF WALL el. 35'-1 1Y2" — — J ♦♦/^� rrnn TOP OF PIPE SLEEVES el. 32'-95/8" o SLEEVES ARE TO BE SPACED 4" HORIZONTALLY .I 7'—1"� 7'—1„ O 6„ 9' U 9 PROVIDE ALL REQUIRED CONDUITS FOR POOL EQUIPMENT z z r (VERIFY SIZE & LOCATION WITH POOL CONTRACTOR) a • w w � ♦1 PROVIDE ADDITIONAL CONDUITS FOR SPRINKLER SYSTEM CONTROL, z z V ELECTRIC LINES, WATER LINES, HEAT EXCHANGER / JANDY SYSTEM, w w W LJ w L W < - w z z LOW VOLTAGE CONTROL & SECURITY WIRING. n Y > r r > r w w w w U -3 0 Cn in -n cn cn cn � v n W w w 3'—p" 22'-0" w w z z Z 0 0 0 0 z Ln cn � : W W w w w W W W Y Y Y Y Y Y Y Y Y C7 C7 C7 O J J W W Q Q W ~ YC Y Y W W W Q O- • U©Y1 OV7 NQ 2 Q Q < ¢ aW W Cr cr O Q Q W' w' W' W' W w w Q Q QI 0 0 > > > UM 0 0 0 0 Z z Z 0 0 0 0 0 o z o 0 0 0 0 0 Z 0 0 z o a 0 0 0 z z z z 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 U 0 0 0 0 0 0 0 0 v v 0 0 0 0 0 0 0 v v 4 r � 4 4 � � � � � � � � g A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1 5 16 17 1 8 19 20 21 21.2 2324 25 26 FOUNDATION ANCHOR BOLT PLAN) z 0 22'-0" o 0 28'-0" w 0 0 o: o_ FILLET WELD o [7Q� 12"x12"xY2" STEEL BASE PLATE 4"x4" STEEL BOX TUBE w/ 3/8" WALLS za FOUNDATION DIMENSION PLAN — (4) 3/4" x 18" ANCHOR BOLTS W a^ E q ao^ 3 a to er ^1 ®W yam , E Z ,o Q H �'a-d —0 COLUMN BASE PLATE DETAIL W a 'o 0 W B A OWNERSHIP AND USE OF DRAWINGS: These drawings and specifications includin, the ideas, design and arrangements represented therein, are the property of East End Design Associates, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which the) have been prepared without written consent of East End Design Associates, LLC. l #3 STIRRUP @ 2'-0" DC WR18 - 1Y2" CORRUGATED METAL DECKING w/ 4" POURED CONCRETE SLAB PROJECT NO: w/ #5 REBAR - 6" oc BOTH DIRECTIONS 866-2005 UPPER RETAINING WALL I lw DRAWN BY: T.W. = 36.3' B.W. = 30.0' n #5 REBAR CMA w � PROVIDE REBAR FOR (FINISH 36.8') Ila SALE. CONNECTION TO POOL CABANA DATE: FOUNDATION 18" #5 REBAR ANGLED AT ALL CORNERS 06-20 CONCRETE HEADER — CONCRETE HEADER _ _ _ — — — — — — — — — — — (2 @ DOORS. 4 @ WINDOWS REVISIONS: - - - - - - - - 08-03-05 a 5'-3" w X 4'-0" h I f0i opening opening - - - - - - — — — — — 7 4 TYPICAL DOOR OPENING CONDUIT SPARE I D 7/8 2/8 4 CONDUIT SPARE T 1 I (2) #5 REBAR VERTICLE @ SIDES---� - - -� D POOL 4" SLAB PITCHED @ 1/8" PER FOO T I I I i PUMP - I IN (4) #5 REBAR ° L- — — — — — — — — — — — — — — — — — — — — — — CONCRETE HEADER I P > #3 STIRRUP @ 2'-O" oc Q - - - - J- - ° ° _ - - - - - - - - - - - - - - - - - 4 CONDUIT ELECTRIC SERVICE 4 CONDUIT IRRIGATION �O 4 COIIDUIT LOW VOLTAGE WIRING PHONE AUDIO VIDEO SECURITY ETC. 4 CONDUIT IRRIGATION \v- 4" CONDUIT LOW VOLTAGE WIRING PHONE AUDIO VIDEO SECURITYETC. 4 CONDUIT 7SPAREI \ C 4 CONDUIT SPARE HOUSE 4 CONDUIT WATER SERVICE SIDEARM \ 4 CONDUIT HEAT LINES HEAT5 4 CONDUIT SPARE EXCHANGER TOP FINISH PAI-10 el. 36.8' (36'- Ir'a ) I \\ 4 CONDUIT HEAT LINES TOP OF SLAB el. 36'-5" TOP OF PIPE uTo PILL TOP OF WALL el. 35'-11%2" 1 el. 34'-35/8" V-BUCK AT ALL DOOR AND WINDOW JAMBS � 4 CONDUIT A \ 4 coNDulr SPARE TOP OF PIPE SLEEVES el. 33'-95/a' 4 coNDUIT SPARE L-7 I---4 SLEEVES ARE TO BE SPACED 4" h,'J)RIZONTALLY 4 \ TOP FINISH PATIO el. 36.8' (36'-g%") I \ TOP OF SLAB el. 36'-5" TOP OF WALL el. 35'-1 1Y2" TOP OF PIPE SLEEVES el. 32'-95/8" L- — — SLEEVES ARE TO BE SPACED 4" HORIZONTALLY NO WIND-BOURNE DEBRIS ANALYSIS PROVIDE ALL REQUIRED CONDUITS FOR POOL EQUIPMENT WITH POOL CONTRACTOR) z ztc VERIFY SIZE & LOCATION R � a ridge and rafter 0 0 Design is to be as tolows. ( w w tter to plate to be 20 gag � UITS FOR SPRINKLER SYSTEM CONTROL, � � z � � � w w 1. Roofraiterconnecdonsfrom r PROVIDE ADDITIONAL C01ID ELECTRIC LINES, WATER LINES, HEAT EXCHANGER / JANDY SYSTEM, W w w w w w w w � , z z strappingwifhaminimumofslx(8 f LOW VOLTAGE CONTROL & SECURITY WIRING. r r r r w w a nails v n n o o o o z � � � � � 2. Roof sheathing to l78 1@ inch at 1 i W w w w rafter sparing-nalling as required fC J J Jo wZa www basic nailing and shear 6n a Q -8 That high 2 x 4 at 16" "O Z u v nter Or 9 toot to 10 foot high usece C 0 2 x 6 at 16"On center0 Cif 0 a d 000 > > > a 4. Exterior two story walls to be engine - = > > > > > > > > > > > > > > > > > > > > > > > > > > design as required C 0 0 0 0 0 2 zl z o z 0 0 0 Z Z Z Z Z Z Z Z Z Z Z Z O O O O O O O O U O O O O O O O O O O O O O O O O O This building has been designed as a pa � HEADER DETAIL encloaedatructureasdefinedbytlleNewl 8 2�0 22 24 26TYPICAL CONCRETE State Building Code.The glazing is not req 1 2 3 4 5 6 7 8 9 10 11 2 1314 1 51 6 17 19 21 2 3 25 b be impact resistant to wind-bourne debri B A VERIFY LOCATION OF STRONG—TIE ROD SYSTEM (ROD MAY BE LOCATED IN MIDDLE OF KING STUDS.) MIN. PLATE SPLICE ON WALLS PERPENDICULAR TO RIDGE IS 4'-0" FOUNDATION DIMENSION PLAN MIN. PLATE SPLICE ON WALLS PARALLEL TO RIDGE IS 5-0" DRAWING TITLE: MIN. OF DBL JACK AND DBL KING STUD ON ALL EXT. WINDOWS AND DOORS, POOL ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. PAVILION 11 /8 PROVIDE SOLID BLOCKING IN ALL FLOOR JOISTS AND RAFTERS AS REQUIRED BY THE BUILDING CODE OF T'HE STATE OF NEW YORK, FOUNDATIO! 1 17 8 AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WECM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. DETAILS 13" x 91" LVL. UNLESS OTHERWISE NOTED. '`�0F NEil,\ 2N �N ALL INTERIOR HEADERS TO BE MIN. OF (2) 4 z '� _ y ��� �. DEEI��0� HE NUMBER: ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST Bac PAPER ASSOCIATION �. WOOD FRAME CONSTRUCTION MANUAL (WECM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SB3C HIGH WIND EDITION. m , T �F'0 �� �'� � ALL JACK STUDS & FULL HEIGHT KING STUDS SHALL BE IN ACCORDANCE WITH THE AMERICAN FOREST & PAPER ASSOCIATION °�Essv AF & PA WOOD FRAME CONSTRUCTION MANUAL (WECM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SB3C HIGH WIND EDITION. " COUPLING,S EAST END DESIGN ASSOCIATES, LLC AND ITS ASSOCIATED ENGINEER HAVE NOT BEEN RETAINED TO INSUREE PROPER INSTALLATION OF " CONDUIT SLEEVES w/ COUPLINGS (4) 6 CONDUIT SLEEVES w/ (,44) 4 C ANY MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE. SEAL: 1 " 28'–0 2 „ 1 10 -9/ 16 �7/ 2 2 uol size: a;s o'W eigh "H CURVED WALL 7 —8/ 2 3'-9/ 1 D –2Y 2 2 Rangh-in s "os left roux-ed minus 3/4"by overall width minus 3/4" PROVIDE WOOD 7/ 3/ 2 5 one n of ree ssed or s�rrooe mnunc 2 7'_86" 38 � � 10'-2Y' 3'-9/ PI n or 3/4"beveletlnm r tl door Opt FRAMED SHELL TO BE / LINEN WITH A S/S Ca be hungri ht door hinge EXHAUST SYSTEM Flat lop door MODEL AND ROBERN MEDICINE DIMENSIONS TBD. PROVIDE FIRE BLOCKING CEILING TO BE CABINET TO BE MOUNTED PROVIDE FIRE BLOCKING B A B A ON ALL WALLS FINISHED IN 6" SEMI-FLUSH ON A AS PER NYS. CODE. AZEK E&C BEAD - / AS PER LNYSq CODE SOFFIT MATERIAL BOTTOM SET AT 46"A F.F ALL WALLS TO ARE ALL WALLS TO ARE / \ TO HAVE SMOOTH TO HAVE SMOOTH STUCCO FINISH STUCCO FINISH �N x 77�N I I— m RANGE RANGE I TOP OF SHOWER _ _RANGE RANGE 5HOOD HOODHOOD HOOD 7'-8/ " — "93111 — — — _ I DISHWASHER U D WALLS TO MATCH) - I , RANGE , RANGE 1 1 DISHWASHER - - D - X )ISHWASHER - THE TOP OF THE HOOD HODO I D cWi _ - � WINDOWS ®7'-6" o _ AND CAPPED WITH �,- � ai .; P A ALL WALLS TO ARE 1 -4' POT AZEK / AFI LTR TO HAVE SMOOTH I_q• % _ POT FILLER A STUCCO FINISH 1 1 -, FILLER III HOSE BIB Uf'�� I-�" III HOSE BIB Ps, — 4 III HOSE 81B - HOSE BIB \ — III _CDVIKING VIKING Lgll SHOWER WALLS ARE _ VIKING VIKING AD 16207 6', SHOW 24 TO BE TILED TO TOP FLOOR TILE TO BE �I OF SHOWER WALL CAP FLOOR TILE TO B' HE SAME AS THE AD1620T AD16120T I THE SAME AS THE � � FL(SDR.TILE IN THE VIKING VIKING AD 6120T N DOOR � 1 DOORS FLOOR TILE IN THE gp1620T A0162DT OPEN PAVIC6lON AREA CEILING TO BE / \ �/ OPEN PAVILLION ARE DOORS / \ DOORS FINISHED IN 6" DOORS DOORS t RE FRICERATOR PROVIDE (2)2x6 �f4llU VIKING VIKING VGI0530-RTN \ 24" 24" Ip- HEADER OVER , AZEK E&C HEAD REFRIGERATOR FREEZER / VGSB152T-N 53" BBO \ REFRIGERATOR SOFFIT MATERIAL VIKING VIKING VG10530 RTN \ TS / \ FREEZER / VGSB 1527-N w/ICE MAKER SHOWER DOOR W000 CABINE WVITH W000 A�(NETS WITH FREEZER VIKING VIKING VG10530-RTN \ 53"BBD \ 5 S SHELVEeBY OTrHERE S/S SHELVE�DY HERS w ICE MAKER VG561527-N 53" BBQ \ 3 -2 w/ ICE MAKER CEILING TO BE / A A LLU FINISHED IN 6' AZEK E&C BEAD SOFFIT MATERIAL N Y r� SHUTTER KEY SWITCH \ 7p.� / / \ TW4 PROVIDE FIRE BLOCKING (VERIFY HEIGHT) / SHUTTER KEY SWITCH SHUTTER KEY SWITCH I ON ALL WALLS (VERIFY HEIGHT) PROVIDE FIRE BLOCKING (30"AFF) r / \ \ \ AS PER NYS. CODE. 1 _ 1 -3YH ^\ ON ALL WALLS / \ \ A \ \ �3 -3YH AS PER NYS CODE � / CEILING TO BE CEILING TO BE RECESS I / 5I� 1 f FINISHED IN 6" FINISHED IN 6" REFRIGERATOR 1 _ �T I 2" INTO WALL I I 0 � L ` C TO SWITCH AT HOUSE / / 1 \ SOFFITAZEK EMATERAD SOFFITAZEK EMATERA� C 1 I I I (CUT FRAMING) C C I I I I �'\ I _ I I 1 I o I 1 I I SWITCHES FOR AWNING (� 6" ANO ROLL DOWN SHUTTERS MOUNTED @ 60"AFF A A A (VERIFY WITH MANUFACTURER) I - - I'-6" � I I I 00 1'–Cl 1 -6" FLAT RECESSED PANEL _6 \ / \ / \ / I_E FLAT RECESSED PANEL 18"WIDE x 24' HIGH SOFFIT w/ REMOVABLE PANELS (VERIFY SIZE) I I I 78"WIDE z 24"HIGH SOFFIT w/ EMOV BLE PANELS RIFY SIZE) __ J I I SOFFITS TO BE FRAMED OUT 1 I I — — — — — — — I I / SOFFITS TO BE FRAMED OUT WITH REMOVABLE PANEL WITH REMOVABLE PANEL SECTIONS TO ALLOW ACCESS. SECTIONS TO ALLOW ACCESS. OPEN PAVILION I OPEN P IL10 REFRAME ALL CEILING REFRAME ALL CEILING JOISTS AS NECESSARY OPEN PAVILION 0 JOISTS DAS NECESSARY _ — -- TO ALLOW FOR RECESS LIGHTING LAYOUT. LIGHTI,IB'LAYOUT. — — — — — — — — — — — — — — — — — — — — — — nDi V el. 36.8 VERIFY ALL ELECTRIC LOCATIONS / \ `FLAT RECESSED PANEL' '\ AND SPECIFICATIONS FOR ROLL SOFFITS TO BE FRAMED OUT B A \ DOWN STORM SHUTUERS AND / WITH REMOVABLE PANEL ELECTRIC AWNIING. / SECTIONS TO ALLOW ACCESS. 5'-35/16' B A VERIFY ALL APPLIANCES WITH OWNER PRIOR TO COMMENCEMENT UJ VERIFY ALL EXACT LOCATIONS AND POWER REQUIREMENTS WITH MANUFACTURERS SPECIFICATIONS Q ALL SWITCHES AND GEIS ARE TO BE LOCATED 42" AFF (UNLESS NOTED) FLOOR P THE SIDE OF THE NEAREST SWITCH BOX SHALL BE 7" FROM ROUGH OPENING 2'-3�/s" 4,-�9/6„ 5'-7Y2 4'-79/6' 2'-3�/6 —33/8" 1'-33/g" BATHROOM SCONCES ARE TO BE LOCATED 66" AFF Y ALL ROOFING, SHEATHING, ROOF VENTING, ETC. SHALL BE DONE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS (LUDAWICI ROOF TILE) FLOOR ELECTRIC PLAN o 2'-1 17/8„ 22'–OY4" 2'-1 17/8" U) B q 28'-0" B A ~ 3" x 6" DECORATIVE RAFTER TAILS (MATCH HOUSE) STUCCO I ' VERIFY ALL DIMENSIONS IN FIELD 4" STU 0 Q W 4 STUCCO FLOOR DIMENSION PLAN- UJ 1 - 1 o Z 34,) �3 �Q 4 W + „ Z) 3„ , - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - —,, D 4 2 6 2 6 Q C9 2 6 2 6 4 D I - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - I D D I ��� 3„ I I I I ti% \ , ��1 I I 2 6 2 6 4„ W O 4 2 6 :2:::: 6 I I I I I I I I 5„ H 5" I I I I I, 2p 10-16"oc ' Q Z\e , 2x10-16"dC ,I 4 4 I I I I RAFTERS ��' � �'" � R� 3" STUCCO Q C) I I o �i' I I 4 U 4 STUCCO I I 1 4- I I II °+ I I 2 6 Z - - - , - - - 6 1 I� 11 1N+ I� i i 2x10-16" oc RAFTERS' 1 2x10-16" oc RAFTERS L — SLC 2 6 2 4x4 I` ,I ` 1 t a x LVL RIDGE I` �I 9 ti,� 4x4 STL. i i i w ,R i i N STL. 3/4„ LL 3/4„ C I I I I C C I I �� +,, I I C COL. 3/4", 3/4„ COL. I I I I I I I I I 1� 0 8 << I I I / 2 1 /4" 2 1/4 I I I I I I I I 0 N I I C° 2 4 Z 2 4 (-° CASING CASING `Q 2 4 2 4 `0 - - - - - - - - - - 1 i� - - - - - - T - - - - T�— - - - - - - 00 CASING ='� - - - - - - '� - - - - - - �`J� - - - `'� - - - - - - -=� - - - - - - - �— CASING z c� 2 4 2 4 N N 2 4 � 2 4 cel cv 2 6 2 6 t �2�6 �, 2 6 B A 3" x 6" DECORATIVE RAFTER TAILS (MATCH HOUSE) 8 'o B A ROOF PLAN ,� STRUCTURAL ROOF PLAN '° STUCCO °� 3/4 �„ 3/4 4» � 4" 3/4 4" STUCCO 3/4 — ROLL— UP o � ROLL UP 0 9 VERIFY 4' -6" F.0. DOOR DOOR VERIFY 4 — IS PROVIDED BETWEEN Q IS PROVIDED BETWEEN FINISHED STUCCO FINISHED STUCCO � � A ap �o ROLL— UP ROLL—UP3: 0� � Q u, z �r � DOOR Si . 3/4" / DOOR CASING0,10 CASING w 0__7 aw 1 _1 VERIFY ALL DIMENSIONS IN FIELD " �� a 1 — 1 � d mo} 0 o o = 3�� 4" 3„ 4" STUCCO 4 4 STUCCO 4" STUCCO 4" STUCCO ^� >> OWNERSHIP AND USE OF DRAWINGS: 2 thesideas,wdesignnandpar arrangements 2 2 6 2 6 represented therein, are the property of 6 3„ \ 3 East End Design Associates, LLC. No part 2 6 3„ 4 4 thereof shall be copied, disclosed to 2 d- 4 CASING 2 4 2 4 work or used c In connection with any 2 4 2 4 51) 3„ 5)f CASING CASING ;3�� work or protect other an or which they have been prepared without written 4 CASING 4 5„ �4 CASING 3)) 5 consent of East End Design Associates, 3>> CASING _ �� � LLQ `-�1 P 4 4 \ PROJECT NO: DOOR TRACK DOOR TRACK DOOR TRACK DOOR TRACK 3„ r 866-2005 _4„ 1 "x3"' DOOR TRACK ( 1 "x3") ( 1 "x,3 ( 1 "x3") 4 O DRAWN BY: o ( ) _ CMA I ( 1 "x 3") r uvwrwlwoff rw SCALE. 1/4" = V-0" ROLL— UP ROLL— UP ROLL—UP ROLL— UP ROLL— UP ROLL—UP 2 6 DATE: c� 06-20-05 N 2 6 to DOOR DOOR I c� 2 6 DOOR DOOR � 2 6 p 2 6 6 \ REVISIONS: o � 26 � DOOR DOOR2 6 2 4 :2><4 � 2 08-03-05 M � U o 03-21-06 (, :g��6 2 6 M 4„ 2 4 L_ 3,) 4 _L I o d 4 4x4 2 4 VERIFY 5 6 F.O. 4x4 3/16" VERIFY 4' - 6" F.O. 4 „ ~ N � 4x4 3/4 � N 3/4„ 4x4 VERIFY 4' - 6" F.O. 3/16 STL. IS PROVIDED BETWEEN STL. IS PROVIDED BETWEEN c� `— N STL. 3/4" 3/4" STL. cv IS PROVIDED BETWEEN N FINISHED STUCCO N w N r�Id- L, N _ FINISHED STUCCO _ COL. 10 1 2" T 10 1 /2" COL. FINISHED STUCCO _ 2 1 /'4" COL. CO 2 1 /4 = / 3 4„ I 1 —3 11 /16" 1 '-3 1 1 /16" I ^I 6 3/4„ I / 2 6 3„ 3/4" 2 6 2 6 3/4" 3>> 2 � 4" STUCCO � d- 4 STUCCO � 3„ d- �t 4 STUCCO 4 � 4 >2 <4 2 4 N N � cv 4 N N N 2 6 2 6 2 4 N 3„ 4 N ><4 2 6 3„ ,� 6 N 6 2 6 "' 4 STUCCO 4 31, STUCCO 4" STUCCO 4 3'r, L"z 2[ 3" STUCCO 4" STUCCO 4„ 4 _ 4 4 4 4 CASING CASING NOTES: CASING 1 '-3 7/16 >> 3" 1 '-3 7/16" CASING . / 4 STUCCO 4 STUCCO 2'—3 15/16" WIND-BOURNE DEBRIS ANALYSIS 2'-3 15 16" ` Design Is to be as Blows: or 1. Roof rafter connections from rafter to OF- 2 .o } ridge and rafter to plate to be 20 gage strapping with a minimum of six(8)8d ILL_ _ � nails a a a o U B A 2. Roof sheathing to be 112 inch at 18 inch Z J W N a o o Y quired fbr �spacingailingnd sllihnegas a req rements �?02° A 0QU_� 3. Wells-8foothigh-2x4 at16"on DETAIL OF BUILT� UP COLUB O w F- W F N F- center or 9 foot in 10 That high use NS00-Z z Q H- z z 2 x 6 at 116"on center } � �u W W CCD 4. Exterior two story walls to be engineered � c O o w design as required SCALE. 3"— ' —O " ELL _x MARVIN >� "to MARVIN ELI a This building has been designed as a partially LAWN TING 36" w x 48%a" >� CAWN 2424 enciceedsimclureasdefined bythe Now York OPERATING RADIUS OPENING OPERATING WINDOW WINDOW State Building Code.The glazing Is not required to be impact resistant to wind4)oume debris. In D z ¢ D D D NOTE: VERIFY LOCATION OF STRONG—TIE ROD SYSTEM (ROD MAY BE LOCATED IN MIDDLE OF KING STUDS.) W � � \ o _ — — — _ 1/2" x 8" ANCHOR BOLTS — 12" oc (DRILL & EPDXY TO SLAB) MIN. PLATE SPLICE ON WALLS PERPENDICULAR TO RIDGE IS 4'-0" Lu MIN. PLATE SPLICE ON WALLS PARALLEL TO RIDGE IS 5'-0" N DRAWING TITLE o � MIN. OF DBL JACK AND DBL KING STUD ON ALL EXT. WINDOWS AND DOORS. I Z LL �� I I ° (°" POOL OPEN PAVILION ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY' EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CLLJ ASE. C m i i 09 C C PAVILION LO AFTERS AS REQUIRED BY THE BUILDING CODE OF THE STATE OF NEW YORK, W o I I wl I BLOCKING IN ALL FLOOR JOISTS AND R 1NI6 -4'� x I I � 16"x16" PLYWOOD sSUPPORT oFFlr FIRST FLOOR PROVIDE SOLID AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. VERIFY OPENING AND SECURITY o — _ — _ � � REQUIREMENTS FOR SECURITY - - - - - - - - - - - - I N AND � i — — X GATE TRACK N 31, �, L - - - - - - - - - - - - - - - - - - - - - - –� ALL INTERIOR HEADERS TO BE MIN. OF (2) 14 x 92 LVL. UNLESS OTHERWISE NOTED. 4"x4" STEEL Bo)a TUBE w/ Ys" WALLS w12x4o STEEL BEAM_r� w12x4o STEEL BEAM ❑_w12x4o STEEL i BEAM ROOF ❑ ❑ ❑ ❑ OF NEw�\ AND 12"x12%Y2" STEEL BASE PLATE �\_\ �EFl � E UMBER: ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION (W/ (4) 3/4" x 18 ANCHOR BOLTS) el. 36.8' _ TWO FAMILY (DWELLINGS, 2001 SBC HIGH WIND EDITION. e . X6.8' t � JI OD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND T 6"x16" PLYWOOD SOFFITLzi AF & PA WO jr- VERIFY OPENING AND SUPPORT � � REQUIREMENTS FOR SECURITY ( ) B GATE TRACK ALL JACK STUDS & FULL HEIGHT KING STUDS SHALL BE IN ACCORDANCE WITH THE AIMERICAN FOREST & PAPER ASSOCIATION \ 2� I `0? AND TWO FAMILY (DWELLINGS, 2001 SBC HIGH WIND EDITION. � SFJ (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE FIRST FLOOR DIMENSION PLAN- FIRST FLOOR SLAB / ANCHOR BOLT PLAN EAST END DESIGN ASSOCIATES, LLC AND ITS ASSOCIATED ENGINEER HAVE NOT BEEN ' RETAINED TO INSURE PROPER INSTALLATION OF ANY MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE.